CN-370000-HW559-DC02H.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

HW559

D000 N/ADC002H

Wood Environment & Infrastructure Solutions

Ron White

850-245-8851Crystal Posey

ERIC_4558

Baymeadows PlaceCleaners

9551 Baymeadows Rd, Jacksonville, Duval County

Monitoring

This Task Assignment authorizes Wood to conduct annual groundwater sampling in accordance with the Wood scope of work, cost estimate form, and bid documentation dated March 16th, 2020.

Annual NAM Report and ADaPT/GIS update (submitted electronically)

07/30/2020

10/30/2020

$ 8,137.51 $ 0.00 $ 0.00 $ 0.00

$ 0.00

Crystal Posey Digitally signed by Crystal Posey Date: 2020.04.20 15:43:13 -04'00'

Crystal Posey Digitally signed by Crystal Posey Date: 2020.04.20 15:43:22 -04'00'

Digitally signed by Jennifer Farrell Date: 2020.04.21 09:27:36 -04'00'

Ron.White Digitally signed by Ron.White DN: cn=Ron.White Date: 2020.04.21 12:08:02 -04'00'

$ 8,137.51

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 01-2018

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 1 & 2: Annual NAM Report and ADaPT/GIS update (submitted electronically); Project Management 07/30/2020

FDEP Approval of Annual NAM Report and ADaPT/GIS update (submitted electronically); Project Management - Subtask 1 & 2 $ 8,137.51

$ 8,137.51

HW559

DC002H

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Noah Valenstein Secretary

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 3

2399-2400

Memorandum

TO:

FROM:

SUBJECT:

DATE:

HW559 Contract File

Crystal Posey, Project Manager

Baymeadows Place Cleaners

ERIC_4558

HW559 DC002H

Task Assignment

April 20th, 2020

This Task Assignment authorizes Wood to conduct annual groundwater sampling in accordance with the Wood scope of work, cost estimate form, and bid documentation dated March 16th, 2020.

The proposal has been revised to fit the Department's requests to conduct annual groundwater sampling instead of quarterly sampling events that was in the previous proposal.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment (TA), total task amount is now $8,137.51.

The final task completion date is October 30th, 2020.

FDEP COST ESTIMATE - HW559 - DC007G Original Contractor: Wood E&IS

Date: 4/17/2020

Task #: HW559-DC002G SubTask 1

Site: SubTask 2 Activity/Phase: SubTask 3

Project Manager: Crystal Posey (FDEP) / Ron White (Wood) SubTask 4 6090170093 SubTask 5

Totals 1 2 3 4 5 Labor Rate Category

$46.94 Project Manager RW 4 4.2 $36.45 Program Manager 0 0 0 0 0 $46.94 Project Manager RW 0 0 0 0 0 $53.87 Consulting Eng/Sci GS 0 0 0 0 0 $46.94 Principal Eng/Sci RW 2 2 0 0 0 $53.87 Senior Scientist 0 0 0 0 0 $42.79 Senior Engineer 0 0 0 0 0 $28.44 Project Engineer 0 0 0 0 0 $28.85 Project Scientist AH 16 16 0 0 0 $18.51 Staff Scientist NS 22 22 0 0 0 $19.23 Staff Scientist ZL 24 24 0 0 0 $35.63 Technical Editor 0 0 0 0 0 $24.59 Construction Supervisor 0 0 0 0 0 $18.78 O&M Specialist 0 0 0 0 0 $25.53 Drafter GB 4 4 0 0 0 $27.95 Senior Technician 0 0 0 0 0 $25.57 Senior Technician 0 0 0 0 0 $19.28 Project Assistant RP 2 2 0 0 0 $15.15 Field Technician 0 0 0 0 0 $22.61 Project Accountant 0 0 0 0 0 $28.57 Contracts/Purchasing 0 0 0 0 0 $12.15 Clerical 0 0 0 0 0 $18.16 Word Processing 0 0 0 0 0

Total Hours 74 4 70 0 0 0 Direct Labor $1,760.51 $195.61 $1,564.90 $0.00 $0.00 $0.00

Overhead 111.08% $1,955.57 $217.28 $1,738.29 $0.00 $0.00 $0.00 Gen & Admin 8.36% $147.18 $16.35 $130.83 $0.00 $0.00 $0.00 Fringe 35.00% $616.18 $68.46 $547.72 $0.00 $0.00 $0.00 Total Labor $4,479.44 $497.70 $3,981.74 $0.00 $0.00 $0.00

Other Direct Costs $88.03 $9.78 $78.25 $0.00 $0.00 $0.00 Travel

Vehicle Rental $194.00 $194.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $344.00 $344.00 $0.00 $0.00 $0.00 Total Travel $538.00 $538.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $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 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00

IDW $300.00 $300.00 $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 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $300.00 $300.00 $0.00 $0.00 $0.00 Handling Fee $30.00 $30.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $330.00 $330.00 $0.00 $0.00 $0.00

Project Management

Annual NAM Sampling Annual NAM Groundwater Sampling Baymeadows Place Cleaners

REV: 02/11 AMEC Page 1

FDEP COST ESTIMATE - HW559 - DC007G Original Contractor: Wood E&IS

Date: 4/17/2020

Task #: HW559-DC002G SubTask 1

Site: SubTask 2 Activity/Phase: SubTask 3

Project Manager: Crystal Posey (FDEP) / Ron White (Wood) SubTask 4 6090170093 SubTask 5

Totals 1 2 3 4 5

Project Management

Annual NAM Sampling Annual NAM Groundwater Sampling Baymeadows Place Cleaners

Laboratory Analytical Costs $1,668.00 $1,668.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $104.00 $104.00 $0.00 $0.00 $0.00 Total Laboratory $1,772.00 $1,772.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $65.00 $65.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $417.10 $417.10 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $482.10 $482.10 $0.00 $0.00 $0.00

Subtotal $7,689.57 $507.48 $7,182.09 $0.00 $0.00 $0.00 Completion Fee $447.94 $49.77 $398.17 $0.00 $0.00 $0.00

Total Estimated Cost $8,137.51 $557.25 $7,580.26 $0.00 $0.00 $0.00

REV: 02/11 AMEC Page 2

HW559 - DC007G - Original

SITE : Baymeadows Place Cleaners SUBTASK 2: Annual NAM Sampling

DATE: 4/17/2020

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal Scientist RW 2 Staff Scientist NS 6

Staff Scientist ZL 6

Drafter GB 4 Project Assistant RP Subcontractor set-up, invoicing 2 Project Scientist AH 16

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Shallow GW Sampling Kit $834.20 week 0 $0.00 $208.55 day 2 $417.10

$417.10

VEHICLE TYPE RATE UNIT USAGE

Equipment Van $420.00 week 0 $0.00

$97.00 day 2 $194.00

Truck $420.00 week 0 $0.00 $97.00 day 0 $0.00

$194.00

PER DIEM STAFF RATE UNIT USAGE

motel 2 $100.00 day 1 $200.00 meal 2 $36.00 day 2 $144.00

$344.00

LABORATORY COSTS

Advanced Environmental Laboratory

PARAMETER RATE # SAMPLES #QAQC

Groundwater VOAs TCL (8260) $66.00 20 4 2 Dups / TripBlk / IDW $1,584.00

TRPH MW-1 $84.00 1 $84.00

TOTAL LAB $1,668.00

SHIPPING ITEM RATE COSTING UNIT UNITS

Small - 0 to 25 LBS $35.00 2 Day 0 $0.00 Large - 25 to 50 LBS Samples to lab $104.00 Overnight 1 $104.00 Ice $5.00 per cooler 0 $0.00

TOTAL SHIPPING $104.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Capitol Env. Services IDW disposal $300.00

TOTAL $300.00

SUPPLIES ITEM RATE COSTING UNIT UNITS TOTALS

Expendables $32.50 per day 2 $65.00 Encore samplers $9.00 each $0.00

TOTAL SUPPLIES $65.00

TOTAL PER DIEM

TOTAL VEHICLE

TOTAL EQUIPMENT

Stage & De-stage

TOTAL LABOR

Prepare Annual NAM report summarizing 4 Qrts, tabulate data, ADaP

Update GW figures with new data

Sample 13 wells (MW-1, 2I, 3, 4, 5, 6, 8, 10I, 11I, 12, 13, 16, DW-1) Collect synoptic round of water levels from all 20 MWs

Review Annual NAM report Mobilization (Round Trip) Sample 20 wells Collect synoptic round of water levels from all 20 MWs Mobilization (Round Trip)

‘Wood’ is a trading name for John Wood Group PLC and its subsidiaries

Wood Environment & Infrastructure Solutions, Inc.

2533 Greer Road, Suite 6

Tallahassee, Florida 32308 USA

T: 850-656-1293 www.woodplc.com

March 16, 2020 (Revised April 17, 2020)

Ms. Crystal Posey Florida Department of Environmental Protection Waste Site Cleanup Section 2600 Blair Stone Road Tallahassee, FL 32399-2400

RE: Cost Proposal to Conduct One Annual NAM Groundwater Sampling Event

9551 Baymeadows Road Jacksonville, Duval County, Florida FDEP FAC ID No: 16/9502088

ERIC_4558

Task Assignment No: HW559-DC002G Wood Project No: 6090170093

Dear Ms. Posey, Wood Environment & Infrastructure Solutions, Inc. (Wood) is pleased to provide this cost proposal to conduct one annual natural attenuation monitoring (NAM) groundwater sampling event at the Baymeadows Place Cleaners site located in Jacksonville, Florida (Figure 1). Wood conducted a complete groundwater sampling event at the site in July 2019 which included collecting groundwater samples from 20 micro-wells. Based on the results of the groundwater sampling activities, Wood prepared an Annual Groundwater Monitoring Report dated August 30, 2019. The July 2019 analytical results obtained from this sampling event indicated that the groundwater plume appears to have shrunk in size and remains on the Baymeadows Place shopping center property. Based on the fluctuation of analytical results since groundwater sampling began, Wood recommended conducting a year of quarterly NAM sampling of the micro-wells to monitor the size, movement and concentrations of the chlorinated volatile organic compounds (CVOC) plume and to verify the reported tetrachloroethene (PCE) concentrations detected in five micro-wells for the first time (which also correlated with of the detection of PCE in the laboratory method blank at a concentration above its laboratory method detection limit).

In the May 2018 sampling event, six micro-wells (MW-10I, MW-11I, MW-12, MW-13, MW-16 and DW-1) reported PCE or vinyl chloride at concentrations above their GCTLs; however, in the July 2019 sampling event, PCE and vinyl chloride were reported at concentrations below the laboratory method detection limit (MDL). These micro-wells need to be sampled again to verify sample results from the last two sampling events to ensure that the groundwater plume is delineated. FDEP agreed with the recommendations in the Annual Groundwater Monitoring Report but requested a proposal for one complete groundwater sampling event at the site. This cost proposal has been prepared to resample the all micro-wells at the site. The cost summary spreadsheets detailing the level of effort necessary to conduct these activities are attached.

NAM Sampling Proposal March 16, 2020 (Rev. 4/17/20)

Annual NAM Groundwater Sampling Event

Wood will mobilize a two-person crew to the site to conduct the groundwater sampling activities.

Prior to collecting groundwater samples, all 20 micro-wells will be opened and allowed to equilibrate and then a synoptic round of water level measurements will be collected.

Groundwater samples will be collected from all 20 micro-wells at the site.

Groundwater sampling will adhere to the FDEP SOP FS 2200 using low flow purging techniques with a peristaltic pump and new HDPE tubing. Field parameters including temperature, pH, specific conductance, turbidity, dissolved oxygen (DO) and oxygen reduction potential (ORP) will be measured following removal of each well volume. A minimum of three well volumes will be purged from each monitoring well. If the field parameters have stabilized (i.e., three consecutive measurements are within ranges specified in SOPs) and the water turbidity is less than 20 nephelometric turbidity units (NTU) after three well volumes, the groundwater sample will be collected. If turbidity below 20 NTU cannot be attained, the well will be purged until the turbidity measurements become stable, or once five well volumes has been purged, at which time the groundwater sample will be collected.

The groundwater samples will be analyzed for CVOCs using USEPA Method 8260B.

Additionally, the groundwater sample collected from source area micro-well MW-1 will be analyzed for total recoverable petroleum hydrocarbons (TRPHs) using the FL-PRO method to monitor for potential groundwater impacts from the EOS-PRO amendment that was placed in the source removal open excavation. Samples will be shipped overnight under standard chain of custody protocol to Advanced Environmental Laboratories (AEL) in Tallahassee, Florida.

All purge water will be containerized onsite in 55-gallon drums pending laboratory analysis. At the end of the event, an IDW sample will be collected from the drummed purge water and submitted for laboratory analysis. The drums will be staged at a secure location onsite pending the analytical results. Once the analytical results are received, the drums will be transported from the site for disposal.

Upon completion of the annual NAM sampling field activities and receipt of the analytical data, Wood will provide an Annual NAM Report detailing the activities and findings of the sampling event and will include updated tables with analytical data and groundwater elevations and figures showing analytical results, groundwater plumes and groundwater flow at the site, as well as conclusions and recommendations. Field notes and laboratory analytical reports will also be included.

Based on the results of the sampling events, Wood will make recommendations to address remedial actions that may be necessary at the site.

Invoice & Deliverable Schedule

Subtask Deliverable Deliverable Due Date

Invoice Amount

Annual NAM Report with updated tables & figures, field notes, GW sample logs, laboratory report, ADaPT files

6/29/20* $7,580.26 + T1 $557.25

*Assuming FDEP tasks project by April 30, 2020

SITE LOCATION

AAD4073 AAI0198

1/2 Mile Radius 1/4 Mile Radius

N

SITE

SOURCE:

USGS Quadrangle:

BAYARD, FLA.

Copyright 2013 Maptech

LEGEND

AAD4073

FIGURE:

DRAWNDESIGNED

DATENO. REVISIONS

CHECKED DATE

Environment & Infrastructure Solutions, Inc.

Tallahassee, Florida 850-656-1293

SITE VICINITY MAP

BAYMEADOWS PLACE CLEANERS

NATURAL ATTENUATION MONITORING REPORT

9521 BAYMEADOWS ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Aug-19 Initial Submittal

AutoCAD SHX Text PLOTTED: August 26, 2019 - 11:10 AM, BY: Burton, George AAugust 26, 2019 - 11:10 AM, BY: Burton, George A - 11:10 AM, BY: Burton, George A11:10 AM, BY: Burton, George A, BY: Burton, George ABurton, George A

AutoCAD SHX Text P:\CAD\HW559\DRY CLEANING\BAYMEADOWS PLACE\NAM\2019-08\FIG-1.dwg

AutoCAD SHX Text

SCALE: 1 INCH =

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text 2,000

AutoCAD SHX Text 1,000

AutoCAD SHX Text 2,000

AutoCAD SHX Text Duval County

AutoCAD SHX Text

%%UINSET

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text APPROXIMATE SITE LOCATION Section 23, Township 3 South, Range 27 East Latitude: 30° 13' 19.40" North Longtitude: 81° 33' 31.89" West

AutoCAD SHX Text Approximate site boundary

AutoCAD SHX Text Potable well location and identification

GW-8

GW-9

GW-10

GW-11

GW-12

GW-2

GW-14

Adjacent Lease Space (Not included)

GW-5

GW-6

GW-3

GW-4

GW-1

GW-7

GW-13

Dry cleaning machines

GW-23

GW-18

GW-24

GW-19

GW-20

GW-21

GW-15

GW-16

GW-17

GW-22

N

LEGEND

GW-1

NO. DATE REVISIONS

CHECKED DATE

FIGURE:

DESIGNED DRAWN

Environment & Infrastructure Solutions, Inc.

Tallahassee, Florida 850-656-1293

SITE MAP WITH SAMPLE LOCATIONS

BAYMEADOWS PLACE CLEANERS

NATURAL ATTENUATION MONITORING REPORT

9551 BAYMEADOWS ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Aug-19 Initial Submittal

AutoCAD SHX Text

DW-1

AutoCAD SHX Text

MW-3

AutoCAD SHX Text

MW-4

AutoCAD SHX Text

MW-5

AutoCAD SHX Text

MW-6

AutoCAD SHX Text

MW-1

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text

DW-2

AutoCAD SHX Text

MW-7

AutoCAD SHX Text

MW-13

AutoCAD SHX Text

MW-14

AutoCAD SHX Text

MW-12

AutoCAD SHX Text

MW-15

AutoCAD SHX Text

MW-17

AutoCAD SHX Text

MW-16

AutoCAD SHX Text

MW-9

AutoCAD SHX Text

MW-11I

AutoCAD SHX Text

MW-8

AutoCAD SHX Text

MW-18I

AutoCAD SHX Text

MW-10I

AutoCAD SHX Text

SCALE: 1 INCH =

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text PLOTTED: August 29, 2019 - 3:01 PM, BY: Burton, George AAugust 29, 2019 - 3:01 PM, BY: Burton, George A - 3:01 PM, BY: Burton, George A3:01 PM, BY: Burton, George A, BY: Burton, George ABurton, George A

AutoCAD SHX Text P:\CAD\HW559\DRY CLEANING\BAYMEADOWS PLACE\NAM\2019-08\FIG-2.dwg

AutoCAD SHX Text

DW-1

AutoCAD SHX Text Deep monitoring well location and designation

AutoCAD SHX Text DPT groundwater sample location and designation

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text Intermediate monitoring well location and designation

AutoCAD SHX Text

MW-1

Shallow monitoring well location and designation

Adjacent Lease Space (Not included)

25.0

26.0 27.0

24.0

27.0

26.0

.0

.0

(26.52)

(23.55)

(24.95)

(25.83)

(24.86)

(24.37)

(27.01)

(25.77)

(24.30)

(24.79)

(25.00)

(24.87)

(24.77)

(23.51)

(23.57)

(24.74)

(22.92)

(22.86)

(25.02)

23.0

23.0

(Obstruction

@6.54')

Dry cleaning machines

N

NO. DATE REVISIONS

CHECKED DATE

FIGURE:

DESIGNED DRAWN

Environment & Infrastructure Solutions, Inc.

Tallahassee, Florida 850-656-1293

GROUNDWATER FLOW MAP - SHALLOW ZONE SURFICIAL AQUIFER

JULY 8, 2019

BAYMEADOWS PLACE CLEANERS

NATURAL ATTENUATION MONITORING REPORT

9551 BAYMEADOWS ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Aug-19 Initial Submittal

47.95 (47.95)

LEGEND

AutoCAD SHX Text

DW-1

AutoCAD SHX Text

MW-3

AutoCAD SHX Text

MW-4

AutoCAD SHX Text

MW-5

AutoCAD SHX Text

MW-6

AutoCAD SHX Text

MW-1

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text

DW-2

AutoCAD SHX Text

MW-10I

AutoCAD SHX Text

MW-7

AutoCAD SHX Text

MW-13

AutoCAD SHX Text

MW-18I

AutoCAD SHX Text

MW-14

AutoCAD SHX Text

MW-12

AutoCAD SHX Text

MW-15

AutoCAD SHX Text

MW-17

AutoCAD SHX Text

MW-16

AutoCAD SHX Text

MW-9

AutoCAD SHX Text

MW-11I

AutoCAD SHX Text

MW-8

AutoCAD SHX Text

SCALE: 1 INCH =

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text PLOTTED: August 29, 2019 - 11:58 AM, BY: Burton, George AAugust 29, 2019 - 11:58 AM, BY: Burton, George A - 11:58 AM, BY: Burton, George A11:58 AM, BY: Burton, George A, BY: Burton, George ABurton, George A

AutoCAD SHX Text P:\CAD\HW559\DRY CLEANING\BAYMEADOWS PLACE\NAM\2019-08\FIG-3.dwg

AutoCAD SHX Text Groundwater elevation contour and designation

AutoCAD SHX Text Groundwater flow direction

AutoCAD SHX Text NOTES: 1. Micro-well top of casing elevations provided by a Micro-well top of casing elevations provided by a Professional Land Surveyor and tied to NAVD88 vertical datum.

AutoCAD SHX Text Groundwater elevation

AutoCAD SHX Text

DW-1

AutoCAD SHX Text Deep monitoring well location and designation

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text Intermediate monitoring well location and designation

AutoCAD SHX Text

MW-1

Shallow monitoring well location and designation

Dry cleaning machines

Adjacent Lease Space (Not included)

N

3,900

4,200

2,800

1,100 2,500 4,700

7.6

190 3.3

NO. DATE REVISIONS

CHECKED DATE

FIGURE:

DESIGNED DRAWN

Environment & Infrastructure Solutions, Inc.

Tallahassee, Florida 850-656-1293

GROUNDWATER ANALYTICAL DATA - MONITORING WELLS

CHLORINATED VOLATILE ORGANIC COMPOUNDS (CVOC)

BAYMEADOWS PLACE CLEANERS

NATURAL ATTENUATION MONITORING REPORT

9551 BAYMEADOWS ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Aug-19 Initial Submittal

LEGEND

96 I,V

5.5

9.6 10,000

5,500 5.6

9.2 2,800

3,000 5.8

4.4 I,V 33

1,100

97 V

3,200

17 130

4.6 I

3.5 I,V

3.8 I,V

3.6 I,V

7.6

7.5 V

4.9

4.6

1,200

AutoCAD SHX Text

MW-4

AutoCAD SHX Text

MW-5

AutoCAD SHX Text

MW-6

AutoCAD SHX Text

MW-1

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text

DW-2

AutoCAD SHX Text

MW-7

AutoCAD SHX Text

MW-13

AutoCAD SHX Text

MW-18I

AutoCAD SHX Text

MW-14

AutoCAD SHX Text

MW-12

AutoCAD SHX Text

MW-15

AutoCAD SHX Text

MW-17

AutoCAD SHX Text

MW-16

AutoCAD SHX Text

MW-9

AutoCAD SHX Text

MW-11I

AutoCAD SHX Text

MW-8

AutoCAD SHX Text

MW-3

AutoCAD SHX Text

MW-10I

AutoCAD SHX Text

DW-1

AutoCAD SHX Text

SCALE: 1 INCH =

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text PLOTTED: August 30, 2019 - 12:21 PM, BY: Burton, George AAugust 30, 2019 - 12:21 PM, BY: Burton, George A - 12:21 PM, BY: Burton, George A12:21 PM, BY: Burton, George A, BY: Burton, George ABurton, George A

AutoCAD SHX Text P:\CAD\HW559\DRY CLEANING\BAYMEADOWS PLACE\NAM\2019-08\FIG-4.dwg

AutoCAD SHX Text NOTES: 1. Concentrations in micrograms per liter.Concentrations in micrograms per liter.

AutoCAD SHX Text Analyte, if present, was at a concentration below its method detection limit

AutoCAD SHX Text U

AutoCAD SHX Text The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit

AutoCAD SHX Text I

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE TRPH

AutoCAD SHX Text

10-15 MW-1 2'-12' 36 U 29 U 20 U 18 U NA

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE Fe

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE Fe

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

10-15 MW-2I 16'-26' 6.3 0.40 U 0.64 I 0.36 U NA

AutoCAD SHX Text

10-15 MW-3 2'-12' 31 NA

AutoCAD SHX Text

10-15 MW-4 2'-12' 15

AutoCAD SHX Text

10-15 MW-5 2'-12' 0.48 U 0.74 U 0.59 U 0.47 U

AutoCAD SHX Text

10-15 MW-6 2'-12' 1 I 15 0.40 U 0.36 U

AutoCAD SHX Text

10-15 DW-1 62'-67' 0.36 U 0.29 U 0.24 U 0.20 U 0.24 U 0.18 U

AutoCAD SHX Text

10-15 DW-2 63'-68' 2.8 0.29 U 0.24 U 0.20 U 0.24 U 0.18 U

AutoCAD SHX Text 10-15 MW-Dupe01 2'-12' 18 U 14 U 9 U 9U NA

AutoCAD SHX Text PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE Fe TRPH

AutoCAD SHX Text Tetrachloroethene Trichloroethene cis-1,2 Dichloroethene trans-1,2 Dichloroethene Vinyl Chloride 1,1-Dichloroethene Iron Total Recoverable Petroleum Hydrocarbons

AutoCAD SHX Text Estimated extent of CVOC groundwater plume (dashed where inferred)

AutoCAD SHX Text

DW-1

AutoCAD SHX Text Deep monitoring well location and designation

AutoCAD SHX Text

MW-2I

AutoCAD SHX Text Intermediate monitoring well location and designation

AutoCAD SHX Text

MW-1

AutoCAD SHX Text Shallow monitoring well location and designation

AutoCAD SHX Text

5-18 MW-1 2'-12' 1.4 V 0.46 U 8 0.47 U NA

AutoCAD SHX Text

5-18 MW-2I 16'-26' 13 1 0.12 U 0.47 U

AutoCAD SHX Text

5-18 MW-3 2'-12' 0.91 I,V 22

AutoCAD SHX Text 5-18 MW-Dupe01 2'-12' 0.78 I,V 0.59 U

AutoCAD SHX Text Analyte was detected in both the sample and the associated method blank

AutoCAD SHX Text V

AutoCAD SHX Text

5-18 MW-4 2'-12' 2.3 U 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text 5-18 MW-Dupe02 2'-12' 3.8 I 2.6 I

AutoCAD SHX Text

5-18 MW-5 2'-12' 28

AutoCAD SHX Text

5-18 MW-6 2'-12' 0.48 U 0.46 U 0.59 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-7 2'-12' 2.4 U 2.3 U 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-8 2'-12' 0.80 I,V 2 37 0.59 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-9 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-10I 16'-26' 2.8 I 20 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-11I 16'-26' 2.3 U 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-12 2'-12' 2.3 U 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-13 2'-12' 2.3 U 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-14 2'-12' 0.82 I,V 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-15 2'-12' 0.77 I,V 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-16 2'-12' 0.76 I,V 0.68 I 4 0.59 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-17 2'-12' 0.69 I,V 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text DATE SAMPLE DEPTH PCE TCE cis-1,2 DCE trans-1,2 DCE VC 1,1-DCE

AutoCAD SHX Text

5-18 MW-18I 16'-26' 0.59 I,V 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

5-18 DW-1 62'-67' 2.3 I 2.4 U 3.0 U 0.60 U 2.4 U

AutoCAD SHX Text

5-18 DW-2 63'-68' 0.84 I,V 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-1 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.47 U 1,400

AutoCAD SHX Text

7-19 MW-2I 16'-26' 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U NA

AutoCAD SHX Text

7-19 MW-3 2'-12' 4.8 U 5.9 U 4.7 U NA

AutoCAD SHX Text 7-19 MW-Dupe01 2'-12' 4.8 U 5.9 U 4.7 U NA

AutoCAD SHX Text

7-19 MW-4 2'-12' 0.48 U 0.59 U 0.47 U

AutoCAD SHX Text 7-19 MW-Dupe02 2'-12' 0.48 U 0.59 U 0.47 U

AutoCAD SHX Text

7-19 MW-5 2'-12' 41 0.59 U

AutoCAD SHX Text

7-19 MW-6 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.47 U

AutoCAD SHX Text

7-19 MW-7 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-8 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.47 U

AutoCAD SHX Text

7-19 MW-9 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-10I 16'-26' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-11I 16'-26' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-12 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-13 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-16 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-15 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-17 2'-12' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 MW-18I 16'-26' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 DW-1 62'-67' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text

7-19 DW-2 63'-68' 0.48 U 0.46 U 0.48 U 0.59 U 0.12 U 0.47 U

AutoCAD SHX Text Not analyzed

NA

April 16, 2020

Alexandra Horne Technical Professional 2 - Geology Wood Environment & Infrastructure Solutions 1441 Maclay Commerce Drive – Suite 102 Tallahassee, FL 32312

RE: CEWW # 041620.4 – DRYCLEANER GROUNDWATER DRUM TRANSPORT & DISPOSAL

LOC: BAYMEADOWS CLEANERS – 9551 BAYMEADOWS ROAD, JACKSONVILLE, FLORIDA

Good day Ms. Horne, Capitol Environmental Services, Inc., in association with Whatever Waste, LLC is pleased to provide this pricing for the transport and disposal of preliminarily characterized non-hazardous groundwater.

Scope of Services:

• Waste characterization and profiling of (2) 55-gallon drums of drycleaner site groundwater including manifesting, transporting, and disposing at a permitted facility.

DESCRIPTION UM QUANTITY UNIT PRICE TOTAL

Transportation and Disposal Drums 2 x 55-gallon $ 150.00 $ 300.00

Notes:

• Disposal acceptance includes review of a completed, submitted profile based on generator knowledge and pending Wood Environmental supplied analytical testing data.

• Demurrage charged after 1 hour waiting time on site is $ 120.00 per hour

• DOT shippable drums must be staged on a hard surface at an accessible location.

• No-load charge is $ 160.00 if transporter is called off in transit or if unable to pick up the drums once on-site.

• Payment terms as established between Wood Environmental and Capitol Environmental

Should you require additional information, or have any questions, please do not hesitate to contact John Russell at 904-881-1957, or me at 352-514-0604 or bfrenchman@capitolenv.com.

Sincerely yours, Brandt Frenchman

Senior Business Manager www.capitolenv.com

CEWW Proposal No. 041620.4 Acceptance, Dated: _____________________________

By:_______________________________________________________________________

Name/Title:_______________________________________________________________

Purchase Order: _____________________________________________________________ mailto:bfrenchman@capitolenv.com file://///CESIFP01/Users/TSRedirections/bfrenchman/AppData/Roaming/Microsoft/Word/www.capitolenv.com