CN-370000-HW550-BF54B.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

HW550

SRPPM SRP18BF504B

Geosyntec Consultants, Inc.

Joe Applegate, P.G. Phone #: (850) 518-1832

(850) 245-8953Kelly Crain

ERIC_15273

Liftmasters, Inc.

12875 58th Street North, Clearwater, Pinellas County, Florida 34620

Phase II Environmental Site Assessment

The Department approves this Task Assignment (TA) based upon the Cost Proposal and Level of Effort (CP/LOE) for Phase II Environmental Site Assessment activities, including groundwater and soil assessment activities, submitted to the Department on January 13, 2021 by Geosyntec Consultants. The final deliverable will be a Phase II Environmental Site Assessment Report, received by the Department no later than March 26, 2021.

Phase II Environmental Site Assessment (ESA) Report

03/26/2021

04/30/2021

$ 14,323.45 $ 0.00 $ 0.00 $ 0.00

$ 0.00

Ginger Shirah Digitally signed by Ginger Shirah Date: 2021.01.26 15:28:06 -05'00'

Kelly Crain Digitally signed by Kelly Crain Date: 2021.01.26 15:37:28 -05'00'

Digitally signed by Jennifer Farrell Date: 2021.01.26 16:20:51 -05'00'

Joseph Applegate Digitally signed by Joseph Applegate Date: 2021.01.27 08:37:54 -05'00'

$ 14,323.45

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

QAPP/Work Plan and HASP 02/08/2021

Field notes, photographic log, chain of custody, soil sampling logs 02/26/2021

Phase II ESA Report 03/26/2021

Department approval of QAPP/Work Plan and HASP (Subtask 2) $ 2,349.43

Department approval of field notes, photographic log, chain of custody, soil sampling logs (Subtask 3) $ 8,075.19

Department approval of Phase II ESA Report (Subtasks 1 & 4) $ 3,898.83

$ 14,323.45

HW550

BF504B

www.FloridaDEP.gov

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

Memorandum

TO: Geosyntec Consultants, HW550 Contract File

FROM: Kelly Crain, Contract Manager

DATE: January 26, 2021

SUBJECT: Negotiation Summary – SRP 18 Task Assignment (TA) BF504B

Liftmasters, Inc.

Facility ID # ERIC_15273 Phase II Environmental Site Assessment (ESA) Activities and Report

This TA is intended for conducting Phase II Environmental Site Assessment (ESA) Activities at the Liftmasters, Inc. site, located at 12875 58th Street North, Clearwater, Pinellas County, Florida 34620. The services are being conducted using federal funds from the State & Tribal Response Program (SRP) cooperative agreement that is administered by the Department on behalf of the U.S. Environmental Protection Agency (EPA).

Subtask 1: Project Management This subtask is a percentage of the overall project fees and has been negotiated as a contract rate. It includes project management, overhead, general and administrative, fringe and other direct costs. The agreed upon cost of this subtask is $1,059.71

Subtask 2: QAPP/Work Plan, and Health and Safety Plan In accordance with an EPA directive, this subtask includes the completion of a Quality Assurance Project Plan (QAPP)/Work Plan, a Health and Safety Plan (HASP), and to coordinate utility location at the proposed soil boring locations. The QAPP/Work Plan will provide a brief summary of the scope of work, tables and figures showing the proposed sample locations, and laboratory and field quality assurance measures and procedures. The agreed upon cost of this subtask is $2,349.43.

Subtask 3: Site Assessment Activities Under this subtask, Geosyntec will arrange a utility locate, then collect soil samples from three soil borings at select locations to assess soil contamination. Groundwater samples will be collected at these locations as well. Soil samples will be collected from soil borings advanced with hand augers and direct-push technology rig. Soil samples will be analyzed for volatile organic compounds (VOCs) via EPA Method 8260. Groundwater samples will be analyzed for VOCs via EPA Method 8260, polycyclic aromatic hydrocarbons (PAHs) via EPA Method 8270, total recoverable petroleum hydrocarbons (TRPHs) via FLPRO method, and RCRA 8 metals via EPA Method 6010D and 7470A (mercury). The agreed upon cost of this subtask is $8,075.19.

Negotiation Summary – Task Assignment (TA) BF504B Liftmasters, Inc.

ERIC_15273

Phase II Environmental Site Assessment January 26, 2021 www.FloridaDEP.gov

Subtask 4: Phase II ESA Report A Phase II ESA Report will be prepared detailing the field and laboratory results. This report will also include figures, tables, and conclusions and recommendations for any future work. The agreed upon cost of this subtask is $2,839.12.

Summary The Department’s SRP Contract Manager and Geosyntec’s Contract Manager have both agreed to the scope of work and associated costs. The final cost associated with this TA is $14,323.45.

Documentation of these costs is included in the Cost Proposal/Level of Effort (CP/LOE) spreadsheets and CP/LOE letter provided by Geosyntec on January 13, 2021, as well as the Task Assignment Form for BF504B prepared by the Department. The final deliverable must be received by the Department no later than March 26, 2021.

1200 Riverplace Blvd., Suite 710 Jacksonville, Florida 32207

PH 904.858.1818

FAX 904.396.1143

www.geosyntec.com

FR3189/Liftmaster Phase II SOW_13 Jan 2021 pp

13 January 2021

Ms. Kelly Crain and Ms. Ginger K. Shirah Brownfields and CERCLA Administration Florida Department of Environmental Protection 2600 Blair Stone Road, MS 4535 Room 310-D Tallahassee, FL 32399-2400

Subject: Level of Effort/Cost Estimate Form Phase II Site Investigation Liftmasters, Inc.

12875 58th Street North Clearwater, Pinellas County, Florida

Dear Ms. Crain and Ms. Shirah:

In response to our recent discussions, please find attached Geosyntec’s Cost Estimate Form and proposed Level of Effort (CEF/LOE) to conduct limited Phase II site investigation activities for the above-referenced property (Site). Geosyntec was authorized to conduct a Phase I Environmental Site Assessment (ESA) at the Site in accordance with our 4 September 2020 proposal. Based on our observations during the Site visit on 20 October 2020, historical research, and personal interviews, Geosyntec documented three off-Site facilities considered to be suspected recognized environmental conditions (RECs). This Phase II Site Investigation proposal has been prepared to describe activities designed to evaluate the presence or absence of chemicals of concern in groundwater at the Site.

The scope of the proposed Phase II activities is focused on areas Geosyntec considers as having the greatest potential for environmental impacts based on our understanding of the Site and areas near the Site to date. The findings from this study are intended to provide supplemental information to the Florida Department of Environmental Protection (FDEP or Client) for consideration during due diligence. As such, this investigation will not satisfy all the site assessment requirements specified in Florida’s contaminated site clean-up regulations in Chapter 62-780.600 of the Florida Administrative Code (F.A.C)1. However, the sampling approach and

1 This sampling approach is not compliant with the State’s more conservative site assessment guidance (for example, in terms of horizontal and vertical density of samples) for evaluation of a contaminated site. The proposed analytical testing suite is based on our understanding of the Site’s

Ms. Crain and Ms. Shirah 13 January 2021

FE7551/Liftmaster Phase II SOW_13 Jan 2021 pp analytical parameters proposed herein have been developed with these regulations in mind. The associated scope of work consists of the following tasks.

Subtask 1 – Project Management

Subtask 2 – Prepare Quality Assurance Project Plan

Pursuant to USEPA’s applicable requirements, Geosyntec will prepare a QAPP specific to this Site and the proposed activities. The QAPP will include information on project planning elements, data generation and acquisition, quality assurance related to the drilling subcontractor, and data validation. The QAPP will be submitted to FDEP for review prior to initiating the fieldwork activities under Subtask 3.

Subtask 3 – Field Activities

This task includes the planning and preparation tasks required to initiate the field activities. These tasks include, but are not limited to, coordinating with an environmental driller and environmental laboratory,, coordinating with the landowner and the Client, procuring field equipment, and preparing a Site-specific health and safety plan. Geosyntec will initiate the proposed activities after receipt of the notice to proceed in order to meet the desired schedule for the Phase II. Prior to drilling activities, Florida One Call (811) will be contacted for a utility mark-out; additionally, three subcontractor costs proposals have been obtained for the completion of a private utility locate to clear the boring locations prior to drilling activities. The subcontractor performing the utility location will use a combination of geophysical methods including electromagnetics and groundwater penetrating radar. Based on the comparison of bids attached, GPR, Inc. has been selected to conduct this utility clearance work.

Three soil borings will be advanced at the Site to approximately 2 feet below the observed water table (anticipated to be approximately 5 feet below land surface [ft bls]) at locations depicted on Figure 1. Soil borings will be advanced using a hand auger and direct-push technology rig operated by a licensed environmental drilling company. Soil retrieved from the subsurface will be logged for lithological characteristics and evaluated for volatile organic compound (VOC) concentrations using a photoionization detector (PID). Following collection of soil samples, the soil borings will be converted to temporary groundwater monitoring wells to an anticipated depth history with agrichemicals, and the proposed locations are our best approximation of being representative of targeted area of concern. However, there remains a possibility that contamination could be missed due to the proposed boring density or undisclosed Site history.

FE7551/Liftmaster Phase II SOW_13 Jan 2021 pp

13 January 2021 of approximately 15 ft bls. The temporary groundwater monitoring wells will be installed using 10 feet of polyvinyl chloride (PVC) pre-packed well screen (0.006-inch slot size and 30/65 filter pack) followed by PVC casing to the surface. Each well will be developed to remove fine-grained sediment from the well. We have assumed that the samples can be collected in approximately 30 minutes or less from each well (on a subsequent day after well installation).

Each well will be purged prior to sampling using a peristaltic pump equipped with dedicated high-density polyethylene tubing. The groundwater samples will be analyzed by the laboratory for the following parameters:

Volatile organic compounds (VOCs)- Environmental Protection Agency (EPA) Method 8260;

Polycyclic aromatic hydrocarbons (PAHs)- EPA Method 8270 SIM;

Total Recoverable Petroleum Hydrocarbons (TRPH)- FLPRO method;

Resource Conservation and Recovery Act (RCRA) 8 metals (arsenic, barium cadmium, chromium, lead, mercury, silver, selenium)- EPA Method 6010D and 7470A (mercury).

In addition, the groundwater samples collected from temporary monitoring wells TMW-1 and TMW-2 will also be analyzed for iron (EPA Method 6010), chloride (EPA Method SM300), and total ammonia as nitrogen (EPA Method SM4500), and the groundwater sample collected from TMW-2 will also be analyzed for polychlorinated biphenyls (PCBs) by EPA Method 8082 and organochlorine pesticides (OCPs) by EPA Method 8081. Groundwater sampling will be conducted in general accordance with FDEP standard operating procedures and per the QAPP.

Groundwater sampling equipment will be decontaminated (as warranted) between use at each monitoring well location. Purge water generated during the collection of groundwater samples will be discharged to an impervious surface at the Site, and temporary monitoring wells will be abandoned by Geosyntec immediately after collection of groundwater samples. Consequently, Geosyntec does not anticipate generating investigation-derived waste requiring off-Site disposal.

Geosyntec has obtained three bids from drilling subcontractors to assist with this subtask. Copies of the three bid forms have been attached along with a bid-comparison table. Cascade Drilling has been selected to conduct this work.

The Phase I ESA identified solid waste burning and runoff of unspecified firefighting liquids at the Woodchucks Recycling facility (located adjacent to the Site to the east). To evaluate the presence of dioxins in soil at the Site resulting from solid waste burning at the Woodchucks

FE7551/Liftmaster Phase II SOW_13 Jan 2021 pp

Recycling facility, soil samples could be collected from shallow soil in the vicinity of proposed temporary monitoring wells TMW-2 and TMW-3 (see Figure 1 for proposed locations) and analyzed for dixoins (at the discretion of the Client). To evaluate the potential presence of perfluorinated alkyl substances (PFAS) in groundwater at the Site resulting from runoff of firefighting liquids from the Woodchucks Recycling facility, TMW-2 and/or TMW-3 could be installed and sampled using PFAS protocol (at the discretion of the Client). Please note dioxin analysis of soil samples and PFAS analysis of groundwater samples would add notable extra cost to the project budget, and evaluation of these impacts may be conservative based on the presence of the Cross Bayou Canal between the Woodchuck Recycling facility and the Site. However, Geosyntec can provide a revised Cost Estimate Form to include this additional scope of work if requested by the Client.

Subtask 4 – Phase II Site Investigation Report

Geosyntec’s Phase II site investigation findings obtained through performance of the above tasks will be presented in a Phase II Site Investigation Report. The report will provide details of the work performed by Geosyntec and the analytical results for soil and groundwater samples collected at the Site. The report will include a figure of the Site which indicates sample locations and a comparison of detected compounds to FDEP cleanup target levels (CTLs; reference Chapter 62-780, FAC) for groundwater. A draft report will be prepared and submitted in electronic format to the Client for review and comment. Comments on the draft report will be incorporated into a final report that will be provided to the Client in electronic format.

Invoice and Deliverable Schedule:

Subtask Deliverable Deliverable Due Date Invoice Amount

1, 2, 3 Phase II Site Investigation Report and Project Management 26 March 2021 $14,323.45

A copy of the associated Cost Estimate Form has been included with this proposal.

As always, we appreciate the opportunity to continue working on this project for the FDEP and for the benefit of the City of Clearwater.

FE7551/Liftmaster Phase II SOW_13 Jan 2021 pp

Please contact David Latham at 904.450.4253 or Joe Applegate at 850.518.1832 if you have any questions.

Sincerely, David J. Latham, P.G.

Senior Geologist

Joseph L. Applegate, P.G.

Senior Principal Hydrogeologist

Attachment(s): Figure 1 Bid Comparison Form Cost Estimate Form

FE7551/Liftmaster Phase II SOW_13 Jan 2021 pp

ATTACHMENT A

FIGURE 1, BID COMPARISONS, AND

COST ESTIMATE

(Titusville-01)T:\0GIS\FE7551_Liftmasters\MXDs\202010\SiteDetail.mxd 10/5/2020 2:12:51 PM CRS

Proposed Temporary Montioring Well Location Map

Liftmasters, Inc.

12875 58th St. North Clearwater, Florida 33760

0 40

Feet

³ Figure

Tampa, Florida November 2020

Legend

!( Site Feature

Approximate Site Boundary

Notes:

1. Site Boundary is Approximate and from the Pinellas County Property Appraier; accessed October 2020.

2. 2020 Aerial Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA FSA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community

Map ID Site Feature

1 Outdoor Storage

2 Storage Shed

3 Residence with Office

4 Storage Shed

5 Storage Shed

6 Outdoor Storage

Fabrication Area (Drill Press, Hydraulic Ironworker with Oil Staining on Pavement), Storage

8 Fabrication Area (welding), Storage

9 Storage

JHollingshead Oval

JHollingshead Oval

JHollingshead Oval

JHollingshead Text Box

TMW-1

JHollingshead Text Box

TMW-2

JHollingshead Text Box

TMW-3

DPT Drilling Job Details - install three shallow temporary groundwater monitoring wells, abandon wells same day (1 day)

Company Quote Days Daily Rate Mob/Demob Per Diem

ATI $2,610 1 $1,250 $550 $0

Preferred Drilling Services (PDS) $2,070 1 $1,175 $400 $0 Cascade Drilling $2,020 1 $1,250 $75 $0

Subcontractor Evaluation Liftmasters, Inc. - Clearwater, Florida

Cascade Remediation Services • 1020 South 82nd Street • Tampa, FL 33619 • (813) 626-1717

This quote is based on information provided by you and is valid for 45 days from the bid date. Your firm is responsible for 1) Obtaining any site specific permits, 2) Locating and clearly marking underground installations or utilities, 3) Furnishing dig Alert numbers at least three working days prior to scheduled start date and proof of private locating services, 4) Obtaining access to site with no overhead wires within 20' of the holes. On-site soil disposal, unless Cascade expressly assumes responsibility in writing. Cascade shall not be responsible for damages to underground improvements not clearly and accurately marked.

If bedrock, cobbles, flowing sands or other adverse or unsafe drilling conditions are encountered, drilling may continue on a time and materials basis or be terminated at the discretion of Cascade. Additional costs may apply if scope is significantly changed. Prices assume standard labor rates and no work hour restrictions. Proposal is subject to final review of terms and conditions.

$2,000.00Quote Total

$0.00Taxes

0.0000%Tax Percentage

$2,000.00Pre-Tax Total

Cascade will complete the below scope using a 7822 Tracked drill rig and 1 person crew.

Cascade will install three temp well to 15 ft bls, with 10 ft of 0.006-inch screen prepacked with 30/65 sand. Wells will be installed, samples collected, and abandoned in the same day

Cascade will provide drums for IDW upon request.

bbartley@cascade-env.comEmailBronson BartleyPrepared By

12800 58th St. North, Clearwater, Fl Clearwater, FL 33760

Work Site

Geosyntec Consultants, Inc. - Clearwater-DPT -

DPT - 00150226

Opportunity Name

11/11/2020 9:38 AMQuote Revision Date

00058521Quote Number

11/11/2020Bid Date

2GEOSYN109Bill To Account Number

+1 (813) 379-4372Phone jhollingshead@geosyntec.comEmail

JJ HollingsheadContact Name

12802 Tampa Oaks Blvd, Suite 151 Temple Terrace, Florida 33637

Address

Geosyntec Consultants, Inc.Account Name

Cascade Rep Contact Information

Scope of Work

Product Description Quantity Unit Sales Price Optional Subtotal

Mobilization/Demobilization 1.00 Lump $75.00 $75.00

7822Tracked Drill Rig, 1 Man Crew 1.00 Per Day $1,250.00 $1,250.00

Install Well - 1", Sch. 40, 10' Prepack 0.0060 Screen 3.00 Each $225.00 $675.00

Bentonite Chips (Borehole Abandonment) 1.00 Each $20.00 $0.00

DOT 55 gallon drums 1.00 Each $65.00 $0.00

DLatham Text Box Add $20 for bentonite chips for abandonment by Geosyntec (for price of $2020

Cascade Remediation Services • 1020 South 82nd Street • Tampa, FL 33619 • (813) 626-1717

Cascade provides management of investigation derived waste. Call us today for information on a full range of additional options to meet your drilling needs.

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Date

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

Date

Cascade will perform the Work as described in this proposal subject to the terms and conditions posted at unless MSA is already establishedhttps://cascade-env.com/resources/others/terms-and-conditions/ between Cascade and Client in which case MSA takes precedence over the aforementioned terms and conditions. By signing this proposal, Client agrees that this proposal together with the terms and conditions referenced above constitute a Subcontract. Client acknowledges that Client has received and agrees with all such documents in the form provided by Cascade. Terms and Conditions are posted and accessible at the website location set forth above.

https://cascade-env.com/resources/others/terms-and-conditions/ https://cascade-env.com/resources/others/terms-and-conditions/

Preferred Drilling Solutions, Inc.

11747 87th St. North, Largo, FL 33773 Ph: 727-561-7477 Fax: 727-561-9028 www.pdsflorida.com

DIRECT PUSH TECHNOLOGY QUOTE FORM

Consultant Name: Geosyntec Consutlants

Site Name and Location: 12800 58th Street North, Clearwater, FL Date: 11/11/20 FAC ID#:

PROPOSED SCOPE OF WORK:

(3) 1" X 15' Temp wells with 10' .006 prepacked screen, 30/65 sand, soil sampling as needed, develop wells, pull wells, backfill, and patch once sampled

*Note: It is against PDS policy to drill in Pea Gravel. Borings in Pea Gravel will be terminated or can proceed solely at the risk of the consultant, DEP or Property Owner

Unit Unit Rate Number of Units Extended Price

Equipment Type: Geoprobe 7822DT, Geoprobe 7720DT

Direct Push Daily Rate 1 - on-site day whole day $1,500.00 $0.00 Direct Push Half-Day Rate 1 - on-site half day half day $1,175.00 1 $1,175.00 Auger Attachment, 2" Well Install per foot $12.50 $0.00 Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5" each $75.00 6 $450.00 Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5" each $25.00 $0.00 Well Riser (includes all materials) ID 1" 5' Length each $15.00 3 $45.00 Well Completion (includes manhole w/ cover, concrete pad, and locking well cap) per well $100.00 $0.00

Mobilization roundtrip $400.00 1 $400.00 Per Diem per crew / per night $0.00 $0.00 DOT Approved 55-gal Drum each $50.00 $0.00 Permits each $0.00 $0.00 Other (specify) $0.00 Other (specify) $0.00 Other (specify) $0.00

TOTAL QUOTE PRICE $2,070.00

Notes:

1. Includes expendables, tubing, points, liners, caps, plugs, sawcuts, development, standby time, steamcleaning decon, and grouting.

Days to Complete Scope of Work: .5 Project No.:

Subcontract Company Name: Preferred Drilling Solutions, Inc. (727) 561-7477

Subcontract Mailing Address:8820 66th Street North, Pinellas Park, FL 33782

Signature and Title of Person Submitting Quote: ___________________________________Kevin Bonacum, Estimator Date: 11/11/20

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Contractor: Geosyntec Proposal No.: 22010028

Contact Name: JJ Hollinsghead

Contact Phone: 813.558.0990 Date: 10/20/2020

Contact Email: JHollingshead@Geosyntec.com

Site Address: FDEP ID#: BF521202001

PROPOSED SCOPE OF WORK: Estimator: MR

Direct Push Rig Daily Rate - (maximum 10 hours) whole day $1,450.00 $0.00

Direct Push Rig Half-Day Rate

- (maximum 5 hours) half day $1,250.00 1 $1,250.00

Prepack Well Screen (includes all materials) Length 5ft ID __1_"____ each $75.00 6 $450.00

Well Riser (includes all materials) ID-1" 5' Length each $20.00 3 $60.00 per well $100.00 3 $300.00

Borehole clearance using geophysics (GPR and Electronics) LS $0.00

Mobilization (one rig) Miles round trip: round trip $550.00 1 $550.00

Daily travel- Automatic when travel distances are 100 to 150 miles round trip day $50.00 $0.00

Per Diem - Automatic when field work is longer than 9hr/day or round trip over 150 miles per crew/night $300.00 $0.00

Remobilization to abandon/remove temp wells- within 10 days. LS $0.00

DOT Approved 55-gal Drum each $55.00 $0.00

Special Order Closed Top Drums each $70.00 $0.00

Permits

(Drilling only; cost according to WMD & Local Municipalities) each $0.00

Permits

(Abandonment only; cost according to WMD & Local Municipalities) each $0.00

Predrilling conference call LS included

Extra hour rate 5 hour $175.00 $0.00

Use of a concrete saw or concrete core bit -To open asphalt or concrete for SB/MW each $40.00 Included

TOTAL QUOTE PRICE $2,610.00

NOTES: This proposal is only valid for this specific scope of work. Any changes, prices shall be revised. Actual field days, materials and hours will be invoiced

Days to Complete Scope of Work: approx. 0.5 days (depends on access, client sampling time or other restrictions)

Subcontractor Company Name: ATI Companies, LLC

Subcontractor Mailing Address: 4610 Central Av. St. Petersburg FL 33711

Signature:___________________________ Reviewer:____________________________ Date: 10/20/2020

NOTE: to schedule work, contact 727-328-0268 Bid Valid for 90 Days

Payment terms: Net 60 days

This proposal acceptance includes ATI's standard Terms and Conditions

Name of Firm:__________________________________________________ Date: ______________

Signature of Representative: _________________________________________

Print name of signing Representative:________________________________

NOTE: This proposal needs to be signed once job is awarded to ATI Companies, LLC

12800 58th St N, Clearwater, FL (5833 126th Ave N, Clearwater, FL)

Client is responsible for any ROW or access permits and MOT for the work to be performed, if needed.

• DPT Install three (3) Temp. wells to 15ft. Wells are 1" with 10ft of 0.006 Prepack screen (30/65 sand). Hand clear to 5ft and macrocore to TD.

• Abandon/remove temp. well once sampled.

SAFETY

DRILLING DOUBLE CASED WELL

ABANDONMENT

DRILLING ACTIVITIES

Temp. Monitoring Well Completion (sand pack, seal, development, locking cap and removal/abandonment)

6. A perdiem will automatically be charged when field work is longer than 9hr/day or round trip over 150 miles

1. Includes expendables, tubing, points, liners, caps, plugs, sawcuts, steam cleaning decon, well development, and grouting.

MISCELLANEOUS

2. Well Permits -Requires 5 days Notice to Water Management District - Actual cost only.

3. Utility Clearance - Requires 72 Hour Notice Prior to Drilling. ATI will complete notification to Sunshine State One Call (Sunshine) prior to initiating drilling. Sunshine will not perform locates on private property (only right of ways and easements). It is the client and/or owners responsibility to provide information from private property. Damage repairs (time and materials) caused to any underground utilities on private property is client responsibility.

ATI will review information provided regarding underground utilities to confirm clearance at boring locations. As another safety precaution, ATI will perform hand clear to approximately 5 feet below ground surface to check for utilities prior to drilling. If the client anticipates the potential for multiple utilities underground but has no information on location, we can provide private utility locating services at an additional cost. Please advise us of your needs prior to date of drilling.

4. Price assumes no rock will be encountered in the depth of penetration. Add $15/foot for rock drilling if required.

5. DPT Daily and Half-Day Rate: Hours over Half-day and Full Day Rate - $175 / hour mailto:JHollingshead@Geosyntec.com

Utility Locate Job Details - Perform utility locate prior to installation of three shallow temporary groundwater monitoring wells

Company Quote Days Daily Rate Mob/Demob Per Diem Geotek $750 1 NA NA $0 Geoview $700 1 NA NA $0

GPRS $600 1 NA NA $0

Subcontractor Evaluation Liftmasters, Inc. - Clearwater, Florida

GeoTek Services, LLC

10 December 2020

To: JJ Hollingshead Geosyntec Consultants 12802 Tampa Oaks Blvd., Suite 151 Tampa, FL 33637

From: GeoTek Services, LLC 4060 Sparrow Hawk Road Melbourne, FL 32934

RE: Utility Locating Services – 3 Bore Locations, Liftmasters, Clearwater, FL

Mr. Hollingshead, GeoTek Services is pleased to respond to your request for Utility Locating services at Liftmasters, Inc. in Clearwater, Florida. We will scan the 3 proposed bore locations with the goal of locating underground utilities. We can only scan the easily accessible open areas for utilities. Note that we cannot scan beneath fixed objects such as landscaping, fencing, buildings or vehicles. We will scan as close as reasonably possible to fixed objects such as curbs, landscaping, fences, etc. Our deliverable will be marking paint and/or flags indicating the location of potential underground utilities. It is the client’s responsibility to protect and preserve all marks.

We will use both Electromagnetic Induction instruments as well as Ground Penetrating Radar (GPR) to detect objects below the surface. Due to the nature of sub-surface detection and the physical laws governing radio wave propagation, some buried objects may not be detectable due to depth, obscuration, or a weak radar signature. GeoTek Services will use industry standard best practices to locate sub-surface objects, however some objects may not be detectable. Geotek Services does not guarantee that all underground objects can be found. GeoTek Services assumes no liability for any damages.

We request access to any as-built site plans of the scan areas prior to rendering services. Our quote for this project is $750.00. No out-of-pocket expenses are expected for this project. This quote is valid for sixty days.

Best Regards, Martin (Bud) Connor GeoTek Services, LLC

4060 Sparrow Hawk Road ● Melbourne, FL 32934-8525 ● info@GeoTekServices.com ● 321.473.7498

JJ Hollingshead

From: mwightman@geoviewinc.com Sent: Thursday, December 10, 2020 12:11 PM To: JJ Hollingshead Cc: sscruggs@geoviewinc.com; infrastructure@geoviewinc.com; David Latham Subject: RE: Estimate request

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. If you have any suspicion, please confirm with the sender verbally that this email is authentic.

Hi JJ, it would be $700. Let me know if you need a formal proposal.

Regards, MJW

From: JJ Hollingshead <JHollingshead@Geosyntec.com> Sent: Thursday, December 10, 2020 11:09 AM To: mwightman@geoviewinc.com Cc: sscruggs@geoviewinc.com; infrastructure@geoviewinc.com; David Latham <DLatham@Geosyntec.com> Subject: Estimate request

Good morning, Can you provide an estimate to locate utilities in advance of monitoring well installation at a site in Clearwater at three locations depicted on the attached figure?

Please disregard previous email and respond to this one instead‐ I neglected to copy Dave, the project director, on the previous one, and he needs to be included on correspondence.

Thanks, JJ Hollingshead, P.G. (TX) Scientist 12802 Tampa Oaks Boulevard, Suite 151 Temple Terrace, Florida 33637 Phone: 813.558.0990 Fax: 813.558.9726 Direct: 813.379.4372 Mobile: 813.765.5476 www.Geosyntec.com

December 10, 2020 Submitted By:

Josh Walker

407.375.0131

Josh.walker@gprsinc.com

Client: Geosyntec Consultants

12802 Tampa Oaks Blvd, Suite 151, Temple Terrace, FL

Attn: JJ Hollingshead jhollingshead@geosyntec.com, 813-765-5476

Project: Liftmasters Inc, 12875 58th St North, Clearwater, FL

GPRS appreciates the opportunity to provide this proposal. I encourage you to visit our website (www.gprsinc.com) and contact any of the numerous references listed. Our insurance certificate and W-9 can also be downloaded here. Please feel free to contact me if you have any questions, or if you need additional information.

SCOPE OF WORK

We understand the scope to be to search for underground utilities within the vicinity of (3) monitoring well locations. The (3) locations are shown on the map below. We will locate roughly a 10’ radius around each of the (3) locations. We will attempt to trace any utilities for which there are structures visible from the work area. Utilities will be marked on the surface using paint, flags, or other appropriate means. The client will be responsible to provide drawings or notify GPRS of any utilities known to be entering the work area for which there are no apparent surface features or structures that are visible from the work area. The areas should be laid out, marked, and cleared of obstructions prior to our arrival in order to avoid additional charges. Please visit www.simspec.org for an overview of our industry-leading best practices that will be applied to this project.

EQUIPMENT

• Underground Scanning GPR Antenna. The antenna frequencies range from 250 MHz-450 MHz is mounted in a stroller frame which rolls over the surface. The surface needs to be reasonably smooth and unobstructed in order to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the feasibility of GPR. The data is displayed on a screen and marked in the field in real time. The total depth achieved can be as much as 8’ or more with this antenna but can vary widely depending on the types of materials being scanned through. Some soil types such as clay may limit maximum depths to 3’ or less. As depth increases, targets must be larger in order to be detected and non-metallic targets can be especially difficult to locate. Depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link

• Electromagnetic Pipe Locator. The EM locator can passively detect the signals from live AC power or radio signals travelling along some conductive utilities. It can also be used in conjunction with a transmitter to connect directly to accessible, metallic pipes, risers, or tracer wires. A current is sent through the pipe or tracer wire at a specific frequency and the resulting signal can then be detected by the receiver. A utility’s ability to be located depends on a variety of factors including access to the utility, conductivity, grounding, interference from other utilities, and many others. Depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link

• Traceable Rodder. The rodder has a copper wire encased in fiberglass. The line is pushed through accessible pipes before placing a current on the wire and the signal is then traced from the surface. The maximum traceable depth is 10’ depending on the soil conditions and the maximum distance is 200’.

The line can be pushed through a pipe with direct access such as a sewer line at a cleanout or a storm drain catch basin. It may not be able to be pushed through deeper pipes within manholes. Electrical conduits will not be accessed by GPRS. The signal cannot be located through metallic pipes. For more information, please visit: Link

OPTIONAL EQUIPMENT

• GPS. This handheld GPS unit offers accuracy down to 4 inches, however, the accuracy achieved will depend on the satellite environment at the time of collection and should not be considered to be survey-grade. Features can be collected as points, lines, or areas and then exported as a KML/KMZ or overlaid on a CAD drawing. For more information, please visit: Link

• Video Pipe Camera (2”-8” pipes). This push camera is designed for video pipe inspection and pipe locating. It has a 1”-2” diameter, self-leveling camera head that provides high quality images in pipes 2”-8” in diameter. There is also a 512 Hz sonde behind the camera that can be located from above ground and provide the approximate dpeth to the pipe for pipes up to approximately 10’ deep. The locatable signal from the sonde will not pass through metal pipes or solid metal barriers except for cast-iron. Access through a structure such as a cleanout, drain, etc. or an open pipe within arm’s reach is required for inspection service and locating. When inserted, the camera can be pushed through the pipe to a maximum of 325’ depending on the model being used. If the project requires entry into confined spaces to gain access to the subject piping, this would need to be coordinated by the client and a permit obtained if required. Video and photos of the interior of pipes can be povided along with inspection reports. Inspection reports are available upon request prio to execution of field work. For more information, please visit: Link

• Video Pipe Camera (1”-4” pipes). This push camera is designed for video pipe inspection and pipe locating. It has a 1" diameter, self-leveling camera head that is used in pipes 1”-4" in diameter. There is a 512 Hz sonde behind the camera that can be located from above ground and provide the approximate depth to the pipe for pipes up to 10' deep. The locatable signal from the sonde does not pass through metal pipes or solid metal barriers except for cast-iron. Access through a structure such as a cleanout, drain, etc. or an open pipe within arm's reach is required for inspection service and locating.

http://www.gprsinc.com/ http://www.gprsinc.com/forms.html http://www.simspec.org/ https://www.gp-radar.com/350-400-mhz-gpr-antenna https://www.gp-radar.com/rd-8100-spec-sheet https://www.gp-radar.com/Duct-Hunter-Traceable-Rodders.html https://www.gp-radar.com/gprs-data-sheets https://www.gp-radar.com/GatorCam4-brochure.html

When inserted, the camera can be pushed through the pipe to a maximum of 100' and past 90° bends in most 2" lines. If the project requires entry into confined spaces to gain access to the subject piping, this would need to be coordinated by the client and a permit obtained if required. Video and photos of the interior of pipes can be provided along with inspection reports. Inspection reports are available upon request prior to execution of field work. For more information, please visit: Link

• Robotic Crawler Camera. This modular, 6-wheel robotic video pipe inspection camera (crawler) is capable of 0° turns and equipped with varying wheel treads and sizes to adapt to most pipe applications. The crawler is typically used to inspect and locate pipes that are 8" in diameter and greater. The crawler is controlled by an operator at the surface using a remote control that allows for video to be viewed live during collection so observations can be made and noted as the crawler travels through the pipe. This camera is equipped with a 512 Hz sonde behind the camera head that can be located from above ground and provide the approximate depth to the pipe for pipes up to 10' deep. The locatable signal from the sonde does not pass through metal pipes or solid metal barriers except for cast-iron. Access through a structure such as a manhole, catch basin, etc. or an open pipe within arm's reach is required for inspection service and locating. When inserted, the camera can be directed through the pipe to a maximum of 1000'. For large diameter pipe applications (24" and above) the crawler can be coupled with the carriage that allows for larger and more rugged wheels to be attached and a lift that raises the camera head up to 18" allowing for the camera to be centered in the pipe for lines up to 36" in diameter. If the project requires entry into confined spaces to gain access to the subject piping, this would need to be coordinated by the client and a permit obtained if required. Video and photos of the interior of pipes can be provided along with inspection reports. Inspection reports are available upon request prior to execution of field work. For more information, please visit: Link

Soil Borings+ https://www.gp-radar.com/GatorCam4-brochure.html https://www.envirosight.com/dwnld/rvx_brochure.pdf

MAP OF SCAN AREA

PROJECT COSTS

SERVICE DESCRIPTION PRICE

SCANNING/FIELD MARKINGS Described on Page 1 $600

MOBILIZATION Local Market $0

TOTAL *$600

OPTIONAL SERVICES (INITIAL IF DESIRED)

FORMAL REPORT Detailed report of findings with photos, example data, and a site sketch (if applicable) in addition to the basic summary report that is included with every job. See example:

Link

Initial___ $200

GPS MAP Findings will be collected with GPS and displayed with an aerial image background.

Results are not survey-grade accuracy. See example: Link Initial___ $200

CAD DRAWING Findings will be drafted in CAD with an aerial image background. A linework version will also be provided if the client provides an existing drawing. Results are not survey-grade accuracy. See example: Link

Initial___ $600

This price assumes that we will be given access to perform the work during normal, weekday business hours (7am-5pm).

As-builts and any other applicable drawings should be made available to GPRS prior to the project if possible.

A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use of the state One Call system (811).

All of our technicians have OSHA-10 safety training or greater. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training.

This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the “Terms and Conditions”) and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms and Conditions, the Terms and Conditions will prevail. Customer also acknowledges that Ground Penetrating Radar Systems, LLC may, from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions as modified.

PROPOSAL-SPECIFIC TERMS & CONDITIONS

1. Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.

2. It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for scanning, and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.

3. GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land surveying information. Customer acknowledges it understands that we are merely reporting retrieved data and that we do NOT provide geophysical, geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed.

4. If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500.00 per requested technician.

ACCEPTED AND AGREED:

Billing Company Name:

Billing Address:

Company Phone/Email: PO#: Job#:

Print Name: Signature Date:

https://www.gp-radar.com/deliverables-examples#FormalReports https://www.gp-radar.com/deliverables-examples#GPSMap https://www.gp-radar.com/deliverables-examples#CADDrawing https://www.gp-radar.com/terms-conditions

FDEP COST ESTIMATE

Contractor: Geosyntec Consultants

Date: 1/13/2021

Task #: BF504B SubTask 1 Project Management

Site: Liftmasters, Inc. SubTask 2 QAPP Preparation

Activity/Phase: Limited Phase II SubTask 3 Field Activities

Project Manager: David Latham Geosyntec/Ginge SubTask 4 Reporting

SubTask 5

Totals 1 2 3 4

Labor Rate Category

Geosyntec Consultants

$50.00 Project Manager Latham 7 7.0

$82.69 Principal Applegate 6 2 2 2

$50.00 Senior Professional Latham 12 4 4 4

$34.13 Professional Hollingshead 40 10 20 10

$30.53 Admin Asst Gallagher 5 1 1 3

$33.17 SR Drafter/SR CADD Saville 5 1 0 4

$31.59 Site Manager Sizemore 0 0 0 0

Total Hours 75 7 18 27 23

Direct Labor $3,127.32 $347.48 $770.38 $1,078.51 $930.95

Overhead 172.70% $5,400.89 $600.10 $1,330.45 $1,862.59 $1,607.75

Total Labor $8,528.21 $947.58 $2,100.83 $2,941.10 $2,538.70

Other Direct Costs $156.37 $17.37 $38.52 $53.93 $46.55

Travel

Vehicle Rental $194.00 $0.00 $194.00 $0.00

Mileage Costs $0.00 $0.00 $0.00 $0.00

Air Fare $0.00 $0.00 $0.00 $0.00

Per diem + Hotel $0.00 $0.00 $0.00 $0.00

Total Travel $194.00 $0.00 $194.00 $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

Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00

Procurement Fee $0.00 $0.00 $0.00 $0.00

Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement)

Drilling (Conventional) $2,020.00 $0.00 $2,020.00 $0.00

Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00

Mobile Laboratory $0.00 $0.00 $0.00 $0.00

Surveying $0.00 $0.00 $0.00 $0.00

Excavation $0.00 $0.00 $0.00 $0.00

Utilities Survey $600.00 $0.00 $600.00 $0.00

Other- Moran Environ. Recovery $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 $2,620.00 $0.00 $2,620.00 $0.00

Handling Fee $262.00 $0.00 $262.00 $0.00

Total Subcontractor Cost $2,882.00 $0.00 $2,882.00 $0.00

Laboratory

Analytical Costs $1,309.50 $0.00 $1,309.50 $0.00

Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00

Sample Shipping $0.00 $0.00 $0.00 $0.00

Total Laboratory $1,309.50 $0.00 $1,309.50 $0.00

Field Expenses

Personal Protection $0.00 $0.00 $0.00 $0.00

Expendables $65.00 $0.00 $65.00 $0.00

Equipment (Drilling related) $127.00 $0.00 $127.00 $0.00

Equipment (Analytical related) $208.55 $0.00 $208.55 $0.00

Equipment (IDW related) $0.00 $0.00 $0.00 $0.00

Equipment (Other) $0.00 $0.00 $0.00 $0.00

Total Field Expenses $400.55 $0.00 $400.55 $0.00

Subtotal $13,470.63 $964.95 $2,139.35 $7,781.08 $2,585.25

Completion Fee $852.82 $94.76 $210.08 $294.11 $253.87

Total Estimated Cost $14,323.45 $1,059.71 $2,349.43 $8,075.19 $2,839.12

Copy of Liftmasters Phase II LOE-CEF 13 Jan 2021 (002).xlsx Page 1 1/26/2021

LEVEL OF EFFORT/EXPENSE WORKSHEET (Haz. Waste Dept.)

SITE : Liftmasters, Inc.

SUBTASK: 2 QAPP Preparation

DATE: 1/13/20

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal (Applegate) 2

Senior Professional

(Latham) 4

Project Professional

Professional (Hollingshead) 10

Sr. Staff Professional

Sr. Staff Professional

Sr. Drafter (Saville)

Admin Asst (Gallagher) 1

TOTAL LABOR 18

TRAVEL

TYPE RATE UNIT USAGE TOTALS

Vehicle Rental Car $68.00 days $0.00 Truck $420.00 week 0 $0.00 Van $97.00 days 0 $0.00 subtotal $0.00 Mileage Costs 0.585 mile 0 $0.00 subtotal $0.00 Air Fare $1.00 Round Trip 0 $0.00 subtotal $0.00 Per diem ($35/110) Hotel $110.00 days 0 $0.00 M&I $36.00 days 0 $0.00 subtotal $0.00

TOTAL TRAVEL $0.00

SUBCONTRACTOR (EQUIPMENT PROCUREMENT)

NAME PURPOSE RATE UNIT USAGE TOTALS

None $0.00 Lump sum 0 $0.00 None $0.00 Lump sum 0 $0.00 None $0.00 Lump sum 0 $0.00 None $0.00 Lump sum 0 $0.00

TOTAL SUBCONTRACTOR (EQUIPMENT) $0.00

SUBCONTRACTOR (SERVICES PROCUREMENT)

NAME PURPOSE RATE UNIT USAGE TOTALS

Drilling (Conventional)

$0.00 Lump Sum 0 $0.00 $0.00 Lump Sum 0 $0.00 subtotal $0.00 Drilling (Non-Conventional)

$0.00 Lump Sum 0 $0.00 $0.00 Lump Sum 0 $0.00 subtotal $0.00 Mobile Laboratory

$0.00 Lump Sum 0 $0.00 subtotal $0.00

Surveying $0.00 Lump Sum 0 $0.00 subtotal $0.00

IDW

$0.00 Lump Sum 0 $0.00 $0.00 Lump Sum 0 $0.00 subtotal $0.00

Utilities $0.00 Month 0 $0.00 $0.00 Month 0 $0.00 subtotal $0.00

Excavation and Waste Disposal None $0.00 Lump Sum 0 $0.00 None $0.00 Month 0 $0.00 None $0.00 Month 0 $0.00 None $0.00 Month 0 $0.00 subtotal $0.00

TOTAL SUBCONTRACTOR (SERVICES) $0.00

LABORATORY COSTS

Rate # SAMPLES #QA/QC TOTALS

Method - Matrix Volatile Organics (EPA 8260) - soil $135.00 0 0 $0.00 Semi-volatile Organics (EPA 8270) - soil $100.00 0 0 $0.00 8 RCRA Metals (TCLP; 6010) $120.00 0 0 $0.00 Organophosphorus Pesticides (8141) $150.00 0 0 $0.00 Organochlorine Pesticides (8081) $90.00 0 0 $0.00 subtotal $0.00 Fast Turnaround Charges Percent

0% $0.00 0 $0.00 0% $0.00 0 $0.00 0% $0.00 0 $0.00 subtotal $0.00 Shipping

Large cooler (25 to 50 lbs) $104.00 0 $0.00 Small cooler (0 to 25lbs) $63.00 0 $0.00 subtotal $0.00

TOTAL LABORATORY $0.00

FIELD EXPENSES

ITEM RATE UNIT USAGE TOTALS

Personal Protection Level D PPE $26.50 day 0 $0.00 subtotal $0.00 Drilling Related Monitoring Well Installation Kit $160.00 day 0 $0.00 Soil Assessment Kit $127.00 day 0 $0.00 Soil Sampling Kit (through concrete) $155.00 day 0 $0.00 subtotal $0.00 Analytical Related Encore Samplers for VOCs in Soil $8.75 each 0 $0.00 Soil Assessment Kit $139.70 day 0 $0.00 Hand Auger $8.25 day 0 $0.00 subtotal $0.00 IDW Related Drum $59.00 drum 0 $0.00 Soil Drum Disposal (non-haz) $0.00 drum 0 $0.00 GW Drum Disposal (non-haz) $0.00 drum 0 $0.00 other $0.00 0 $0.00 subtotal $0.00

Expendables $32.50 day 0 $0.00

Construction Supplies $252.20 per 0 $0.00 subtotal $0.00

TOTAL FIELD EXPENSES $0.00

GIS Figure Preparation

Word processing, copying

QAPP Preparation/Review; Sign and Seal Certification

Assist with edits and review

QAPP preparation

Liftmasters Phase II LOE-CEF 13 Jan 2021 (002).xlsx 1/26/2021 Page 1 of 1 Subtask 2

SITE : Geosyntec Consultants SUBTASK: 3 Field Activities

DATE: 1/13/20

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal (Applegate) 2

Senior Professional (Latham) 4

Project Professional

Professional (Hollingshead) 20

Sr. Staff Professional

Sr. Staff Professional

Sr. Drafter

Admin Asst (Gallagher) 1

TOTAL LABOR 27

TRAVEL

TYPE RATE UNIT USAGE TOTALS

Vehicle Rental Car $68.00 days 0 $0.00 Truck $420.00 week 0 $0.00 Truck $97.00 days 2 $194.00 subtotal $194.00 Mileage Costs 0.585 mile 0 $0.00 subtotal $0.00 Air…