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/ADC008N

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 implement pre-construction activities associated with the Interim Source Removal (ISR) at this site in accordance with the June 19, 2020, Scope of Work, Cost Estimate, and Bid Documentation.

Asbestos Survey Report

07/24/2020

10/02/2020

$ 73,485.63 $ 0.00 $ 0.00 $ 0.00

$ 0.00

Benjamin Grubbs Digitally signed by Benjamin Grubbs Date: 2020.06.22 11:44:26 -04'00'

Benjamin Grubbs Digitally signed by Benjamin Grubbs Date: 2020.06.22 11:44:59 -04'00'

Digitally signed by Jennifer Farrell Date: 2020.06.22 13:03:04 -04'00'

Jesse C. Brown Digitally signed by Jesse C. Brown Date: 2020.06.22 14:18:50 -04'00'

$ 73,485.63

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 analytical report, and final helical anchor design via e-mail deliverable 07/17/2020

Subtask 3: Asbestos Survey Report 07/24/2020

Subtask 2: Submittal and FDEP approval of field documentation, laboratory analytical report, and final helical anchor design via e-mail deliverable $ 71,312.91

Subtasks 1 & 3: Submittal and FDEP approval of Asbestos Survey Report $ 2,172.72

$ 73,485.63

HW561

DC008N

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: June 22, 2020 Subject: Negotiation Summary

HW561 DC008N

This Task Assignment authorizes Golder to implement pre-construction activities associated with the Interim Source Removal (ISR) at this site in accordance with the June 19, 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: Pre-Construction ISR Activities Golder will obtain applicable permits, conduct a utility locate, and host a kick-off meeting prior to beginning work at the site. Golder requested bids for the utility locate from GeoTek, GPRS, and Blood Hound. GeoTek was selected as the lowest bidder.

Golder will advance three soil borings and collect soil samples. Samples will be field screened for volatile organic compounds (VOCs) using a photoionization meter, and then one soil sample from each location will be analyzed for VOCs using Environmental Protection Agency (EPA) Method 8260B. Any samples that exceed Soil Cleanup Target Levels (SCTLs) will be analyzed for VOCs using the Synthetic Precipitation Leaching Procedure (SPLP).

Golder requested bids for the ISR from Moran, Capitol Environmental, and RSI. Moran was selected as the lowest bidder. The ISR pre-construction activities include a geotechnical boring and exposing the footing by the load-bearing walls to aid in designing helical anchors, removing the interior non-load bearing walls, surveying existing elevations, marking the excavation area, and setting up temporary fencing and erosion/stormwater controls.

Golder requested bids for an asbestos survey from EMSL, Batta, and Analytical Environmental Services. EMSL was selected as the lowest bidder.

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

MEMORANDUM

Error! Reference source not found. Professional Dry Cleaners & Laundry June 22, 2020 Page Two

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 $73,485.63 with 71 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: 6/19/2020

Task #: DC008N SubTask 1 Project Management SubTask 6

Site: Jay's Professional Dry Cleaners & Laundry SubTask 2 Pre-Construction 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) 6 6.4 $72.19 Practice Leader - LV7 (AW) 2 0.0 2 0 0 0 0 0 0 0 $57.70 Senior Consultant - LV6 (JB) 3 3.0 0 0 0 0 0 0 0 0 $48.45 Senior Sci/Eng.- LV5 (MCC) 19 19.0 0 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 $30.80 Project Sci/Eng - LV3 (SN) 11 11.0 0 0 0 0 0 0 0 0 $26.32 Staff Sci/Eng - LV2 (JS) 10 10.0 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) 5 3.0 2 0 0 0 0 0 0 0 $30.54 Project Sci/Eng - LV3 (DC) 14 8.0 6 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) 0 0.0 0 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 71 6 54.5 10.0 0 0 0 0 0 0 0

Direct Labor $2,786.64 $309.63 $2,073.69 $403.32 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.50% $4,806.96 $534.11 $3,577.12 $695.73 $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 $7,593.60 $843.74 $5,650.81 $1,099.05 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Other Direct Costs $139.33 $15.48 $103.68 $20.17 $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: 6/19/2020

Task #: DC008N SubTask 1 Project Management SubTask 6

Site: Jay's Professional Dry Cleaners & Laundry SubTask 2 Pre-Construction 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 $359.00 $359.00 $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 $359.00 $359.00 $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 $56,865.00 $56,865.00 $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 Geotek $750.00 $750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

EMSL $315.50 $315.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $57,930.50 $57,930.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $5,555.14 $5,555.14 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $63,485.64 $63,485.64 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $516.00 $516.00 $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 $104.00 $104.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $620.00 $620.00 $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 $65.00 $65.00 $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) $295.85 $295.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $167.85 $167.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $528.70 $528.70 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $72,726.27 $859.22 $70,747.83 $1,119.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $759.36 $84.37 $565.08 $109.91 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $73,485.63 $943.59 $71,312.91 $1,229.13 $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 :

SUBTASK 2: Pre-Construction ISR Activities

DATE: 6/19/2020

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Consultant (J. Brown) 3

Senior Sci/Eng (M. Crews) 19

Project Sci/Eng (S. Neal) 11

Staff Sci/Eng (J. Spengler) 10

Project Sci/Eng (D. Carroll) 8

Project Sci/Eng (B. Lucero) 3

Senior Project Sci/Eng (J. Thomas) 0.5

TOTAL LABOR 54.5

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Soil Sampling, Utility Locate, Foundation Inspection Miscellaneous Expendables $32.50 Per Day 1 $32.50 Soil Sampling Kit (through concrete) $208.55 Per Day 1 $208.55 Photoionization Meter (Mini RAE) $87.30 Per Day 1 $87.30 Construction/O&M Supplies $63.05 Per Day 1 $63.05 Total Survey Station $41.75 Per Day 1 $41.75

Asbestos Survey Miscellaneous Expendables $32.50 Per Day 1 $32.50 Construction/O&M Supplies $63.05 Per Day 1 $63.05

TOTAL EQUIPMENT $528.70

VEHICLE TYPE RATE UNIT USAGE

Truck (S. Neal) $97.00 Per Day 1 $97.00 Truck - COVID-19 Grant (J. Spengler) $97.00 Per Day 1 $97.00 Automobile (PM Site Visit) $68.00 Per Day 1 $68.00 Truck (D. Carroll) $97.00 Per Day 1 $97.00

TOTAL VEHICLE $359.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Chlorinated VOCs EPA Method 8260B $66 3 $198.00 SPLP Bottle Extraction $40 3 $120.00 Chlorinated VOCs (post SPLP extraction) $66 3 $198.00

Shipping Large $104.00 1 $104.00

TOTAL LAB $620.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE COSTING UNIT USAGE TOTALS

Geotek Utility Locate $750.00 LS 1 $750.00 Moran Pre-Construction Activities $56,865.00 LS 1 $56,865.00 EMSL Asbestos Analysis (PLM) $6.05 EA 40 $242.00 EMSL Asbestos Analysis (TEM) $36.75 EA 2 $73.50

TOTAL $57,930.50

Jay's Professional Dry Cleaners & Laundry

Update FDEP tables, run data checker, and prepare error reports and tables for submission of 3 samples); FDEP GIS tables and ADaPT deliverables.

Senior review of e-mail deliverable for foundation evaluation and soil sampling (3 hours).

Communication with property owner for access (1 hour). Round trip travel (1 hour). Site visit during utility location, soil sampling, and foundation evaluation (3 hours per visit x 1 visit = 3 hours). Final helical anchor design (8 hours). Waste profiling (2 hours). Review of soil analytical results and e-mail deliverable to FDEP (4 hours).

Field event preparation (1 hour). Round trip travel (1 hour). Utility location, soil sampling, elevation survey, and foundation evaluation (9 hours).

Round trip travel (1 hour). Utility location, soil sampling, elevation survey, and foundation evaluation (9 hours).

Develop soil analytical figure and final design excavation area using AutoCAD

Complete asbestos survey and collect samples for laboratory analysis (8 hours).

LEVEL OF EFFORT/EXPENSE WORKSHEET

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

DATE: 6/19/2020

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Practice Leader (A. Wagner) 2

Project Sci/Eng (D. Carroll) 6

Project Sci/Eng (B. Lucero) 2

TOTAL LABOR 10

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

Figures for Asbestos Survey Report

Senior review of Asbestos Survey Report (2 hours).

Develop Asbestos Survey Report (6 hours).

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

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: 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

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: 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

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: 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

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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: 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 chain‐link fence and fence screens to restrict public access to site

Engineering controls for dust and vapor control (if necessary)

Demolition of non‐load bearing interior walls and C&D transport and disposal (see Construction Drawings)

Removal of asphalt and concrete in work area (see Construction Drawings). Estimate up to an 8‐inch thickness for the concrete.

Transport and disposal of asphalt and concrete

Protection of monitoring wells MW007, MW008, MW009, and MW010 located within excavation footprint.

Installation of helical piers to support the building during site activities (see Construction Drawings). Contractor shall notify Golder if existing footer conditions are different than assumed. Existing conditions may dictate alternate footing support design after foundation is exposed.

Excavation, transport, and disposal of chlorinated solvent‐impacted soil as non‐hazardous waste. Please note that the excavation is proposed to a depth of 4 feet below ground surface. The estimated depth to water is 3 feet below ground surface. Please designate landfill.

Obtaining secondary weigh tickets from an offsite scale prior to arrival at designated landfill. Please designate secondary scale location.

Placement of conveyance piping and dedicated HDPE tubing from interior monitoring well MW007 to an 8‐inch diameter manhole to be placed outside the building (see Construction Drawings).

Installation of three (3) 4‐inch diameter horizontal injection wells at a depth of 4 feet below ground surface at the base of the excavation. Each injection well will have 20 feet of 0.020‐slot screen. Casing will terminate outside of the rear wall of the facility and be housed in a 12‐inch diameter steel manhole.

Backfill and compaction (see Construction Drawings). Please note that 57 stone will be used for backfill within the water table (estimated 1‐foot thickness). Clean fill will be used for the remainder (estimated 3‐foot thickness). A geotextile fabric will separate the two layers.

Asphalt and concrete replacement (see Construction Drawings)

Inspecting T&D trucks for presence of impacted soil on truck or truck tires.

Replace non‐load bearing interior walls and set plumbing stub‐outs as shown on Construction Drawings.

Re‐install electrical panels and transformer on rear wall of Jay’s Cleaners unit.

Demobilization

If you have any questions, please let us know and I will answer them to the group.

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

JACKSONVILLE | 251 LEVY ROAD | ATLANTIC BEACH, FL 32233 | TEL. 904-241-2200

CORPORATE OFFICE | 75-D YORK AVENUE | RANDOLPH, MA 02368| TEL. 888-233-5338

CLIENT:

Attn: Matt Crews

Company: Golder Associates, Inc.

Street: 9428 Baymeadows Rd. Suite 400

City, St, Zip: Jacksonville, FL 32256

Phone: (904)327-8420

Email: Matt_Crews@golder.com

WORK TO BE PERFORMED AT:

Site: Jay's Dry Cleaner

Company: Jay's Cleaner

Street: 10025 San Jose Blvd

City, St, Zip: Jacksonville, FL 32256

Site Contact: Matt Crews

Phone: (904)327-8420

BID NAME: Jay's Dry Cleaner DATE: May 22, 2020

BID NO: 20FLRA0016

Dear Matt, Moran Environmental Recovery (MER) appreciates this opportunity to be of service. MER is a specialized provider of integrated environmental and industrial services. Below is the scope of work and pricing for the services requested.

SCOPE OF WORK:

• 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

• Storm water control using best management practices (wattle or similar surrounding the established work boundary)

• Establishing work zones (i.e. exclusion zones, contamination reduction zones, etc.) with appropriate barriers, signage, etc.

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

• 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.

CONTRACT: 20FLRA0016

PRINTED: 5/22/2020

PAGE: 2 OF 3

• 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.

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

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

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

• Site security - temporary 6-foot high chain-link fence and fence screens to restrict public access to site

• Engineering controls for dust and vapor control (if necessary)

• Demolition of non-load bearing interior walls and C&amp;D transport and disposal (see Construction Drawings)

• Removal of asphalt and concrete in work area (see Construction Drawings). Estimate up to an 8-inch thickness for the concrete.

• Transport and disposal of asphalt and concrete

• Protection of monitoring wells MW007, MW008, MW009, and MW010 located within excavation footprint.

• Installation of helical piers to support the building during site activities (see Construction Drawings). Contractor shall notify Golder if existing footer conditions are different than assumed. Existing conditions may dictate alternate footing support design after foundation is exposed.

• Excavation, transport, and disposal of chlorinated solvent-impacted soil as non-hazardous waste. Please note that the excavation is proposed to a depth of 4 feet below ground surface. The estimated depth to water is 3 feet below ground surface. Please designate landfill.

• Obtaining secondary weigh tickets from an offsite scale prior to arrival at designated landfill. Please designate secondary scale location.

• Placement of conveyance piping and dedicated HDPE tubing from interior monitoring well MW007 to an 8-inch diameter manhole to be placed outside the building (see Construction Drawings).

• Installation of three (3) 4-inch diameter horizontal injection wells at a depth of 4 feet below ground surface at the base of the excavation. Each injection well will have 20 feet of 0.020-slot screen. Casing will terminate outside of the rear wall of the facility and be housed in a 12-inch diameter steel manhole.

• Backfill and compaction (see Construction Drawings). Please note that 57 stone will be used for backfill within the water table (estimated 1-foot thickness). Clean fill will be used for the remainder (estimated 3-foot thickness). A geotextile fabric will separate the two layers.

• Asphalt and concrete replacement (see Construction Drawings)

• Inspecting T&amp;D trucks for presence of impacted soil on truck or truck tires.

• Replace non-load bearing interior walls and set plumbing stub-outs as shown on Construction Drawings.

• Re-install electrical panels and transformer on rear wall of Jay's Cleaners unit.

• Demobilization

PROJECT PRICING:

• See below price sheet

Clarifications:

- Only the concrete removal will be performed at night. All other operations will be performed during the day.

- Not responsible for any damage at the next-door Antique shop due to vibration from work performed. MER requests they are notified prior to the start of work and know to secure loose items that may be on shelves or hanging from the wall in their shop.

- Below price sheet includes Transportation and Compliance Surcharge.

- Assumes all waste is non hazardous.

CONTRACT: 20FLRA0016

PRINTED: 5/22/2020

PAGE: 3 OF 3

TERMS AND CONDITIONS:

Payment Terms: C.O.D 1% 10 Days NET 30 Other:__________

Payments not made by due date will be subject to 1.5% monthly late fee.

This proposal may be withdrawn if not accepted within 30 days.

• SITE CONDITIONS: MER will have free and clear access to the site and where applicable, Owner will supply a constant and sufficient source of running water and electricity to perform the project. Work to be performed in accordance with all local, state and federal regulations. This proposal is contingent upon strikes, accidents, or other delays beyond our control.

• MINIMUM CHARGE: All services performed by MER are subject to a $1,000 Minimum Charge.

• TAXES: All applicable Federal, State, or Local taxes and/or surcharges will be included at time of invoice. Tax-exempt entities must provide proof of tax-exempt status prior to execution of the proposed work.

• CHANGE ORDERS: Work to be performed in accordance with all written drawing and specifications referenced above. Any deviation from those specifications will be executed only upon receipt of written orders and may result in additional charges.

• WASTE DISPOSAL: Disposal pricing is based upon generator information, off specification charges may apply if upon receipt at the disposal facility the material to be disposed of differs from what has been quoted. If applicable, Federal, State or local waste disposal taxes and/or surcharges will be added to the invoice.

• TRANSPORTATION & COMPLIANCE SURCHARGE: A surcharge of 1.5% will be added to all invoice subtotals to cover the cost of transportation and compliance-related expenses.

To authorize the performance of this proposal, please execute the “Proposal Acceptance” below and return to the attention of Ryan Harris. If you have any questions regarding this quotation or would like further information on our services, please feel free to call me at 904-219-6341. In the event that I cannot be reached, please contact our office at 904-241-2200 and ask for assistance.

Sincerely, Ryan Harris Regional Manager

PROPOSAL ACCEPTANCE:

CUSTOMER:

The above prices and conditions are satisfactory and are hereby accepted. MER is authorized to perform the work as proposed. The person signing below is doing so as a duly authorized Representative of Customer.

Signature: _____________________________ Name: _______________________________

Date: _____________________________ Title: _______________________________

PO Number _____________________________

This proposal when executed represents a legal and binding Contract.

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 $33,242.00

$11.75 $13,865.00

$6.25 $3,518.75

$58,000.00

$3,100.00$10.00

$600.00

$45,134.00

$77,032.00

45 (working days)

$2,831.00

$306,295.43

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) 1 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…