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03/14/2022Monday, March 14, 2022 8:00 AM City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 Main Library - Council Chambers Community Redevelopment Agency Meeting Agenda March 14, 2022Community Redevelopment Agency Meeting Agenda Citizens wishing to provide comments on an agenda item are encouraged to do so in advance through written comment. The City has established the following options: 1)eComments via Granicus - eComments is integrated with the published meeting agenda. Individuals may review the agenda item details and indicate their position on the item. You will be prompted to set up a user profile to allow you to comment, which will become part of the official public record. The eComment period is open from the time the agenda is published. Comments received during the meeting will become part of the official record, if posted prior to the closing of public comment. The City Clerk will read received comments into the record. 2)Email – Individuals may submit written comments or videos to ClearwaterCRA@myclearwater.com. All comments received by 5 p.m. the day before the meeting (March 13) will become part of the official record. The City Clerk will read received comments into the record. 3)Council Chambers - Additionally, like any other council meeting, the public may provide public comment at the Main Library, Council Chambers, 100 N Osceola Avenue. Due to COVID-19, all speakers desiring to appear in person will be subject to all applicable emergency measures in place to prevent the further spread of COVID-19. Speakers who appear in person will be subject to screening for symptoms of COVID-19. Any persons exhibiting any symptoms of COVID-19 will not be permitted to enter council chambers but will be able to participate through the remote options described above. Individuals with disabilities who need reasonable accommodations to effectively participate in this meeting are asked to contact the City Clerk at (727)562-4092 or rosemarie.call@myclearwater.com in advance. 1. Call To Order 2. Approval of Minutes 2.1 Approve the minutes of the February 14, 2022 CRA meeting as submitted in written summation by the City Clerk. 3. Citizens to be Heard Regarding Items Not on the Agenda 4. New Business Items 4.1 Approve an Interlocal Agreement between the City of Clearwater and the Community Redevelopment Agency (CRA), Pinellas County, and the Clearwater Housing Authority to provide for revenue sharing and the redevelopment of 306 S Washington Avenue, and authorize the appropriate officials to execute same. 4.2 Approve the proposed agreement for the sale and development of the property located at 306 South Washington to SP Clearwater WFH, LLC and the Clearwater Housing Authority for the purposes identified in Request for Proposals and Qualifications (RFP/Q) 53-20 and authorize the appropriate officials to execute same. Page 2 City of Clearwater Printed on 3/7/2022 March 14, 2022Community Redevelopment Agency Meeting Agenda 4.3 Approve the Placemaking and Resident Engagement grant program for property owners, tenants, organizations, or individuals to fund placemaking and outreach opportunities that assist in transforming Downtown Clearwater into a destination filled with a variety of active, beautiful, and creative public places. 4.4 Approve work orders to Cardno, Inc. for Post Active Remediation Monitoring of the former Carpro Facility at 1359 Cleveland Street in an amount not to exceed $150,000 for five-years pursuant to Request for Qualifications (RFQ) 26-19, Engineer of Record Consulting Services (EOR), and authorize the appropriate officials to execute same. (consent) 5 Director's Report 6. Adjourn Page 3 City of Clearwater Printed on 3/7/2022 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#22-0204 Agenda Date: 3/14/2022 Status: Agenda ReadyVersion: 1 File Type: MinutesIn Control: Community Redevelopment Agency Agenda Number: 2.1 SUBJECT/RECOMMENDATION: Approve the minutes of the February 14, 2022 CRA meeting as submitted in written summation by the City Clerk. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 3/7/2022 Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 1 City of Clearwater City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 Meeting Minutes Monday, February 14, 2022 8:00 AM Main Library - Council Chambers Community Redevelopment Agency Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 2 City of Clearwater Roll Call Present 5 - Chair Frank Hibbard, Trustee David Allbritton, Trustee Hoyt Hamilton, Trustee Kathleen Beckman, and Trustee Mark Bunker Also Present – Jon Jennings – City Manager, Micah Maxwell – Assistant City Manager, Michael Delk – Assistant City Manager, Owen Kohler – Lead Assistant City Attorney, Rosemarie Call – City Clerk, Nicole Sprague – Deputy City Clerk, and Amanda Thompson – CRA Executive Director. To provide continuity for research, items are listed in agenda order although not necessarily discussed in that order. Draft 1. Call to Order – Chair Hibbard The meeting was called to order at 8:00 a.m. 2. Approval of Minutes 2.1 Approve the minutes of the December 13, 2021 CRA Meeting as submitted in written summation by the City Clerk. Trustee Hamilton moved to approve the minutes of the December 13, 2021 CRA Meeting as submitted in written summation by the City Clerk. The motion was duly seconded and carried unanimously. 3. Citizens to be Heard Regarding Items Not on the Agenda – None. 4. New Business Items 4.1 Amend the Loan to Grant Agreement with 949 Cleveland Street, LLC for the property at 943 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. At the October 29, 2018 Community Redevelopment Agency (CRA) meeting, the CRA Trustees approved a time limited, grant program for property owners to support the establishment of new food and drink businesses that are open on nights and weekends in the Downtown Core and Prospect Lake districts in the CRA area. Under this program, property owners must commit, at a minimum, to matching the CRA’s grant funding, dollar for dollar, for building improvements that will be maintained for a minimum of five years. The owner must also maintain a lease with a business that serves food and/or drinks on nights and Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 3 City of Clearwater weekends for a minimum of five years. On February 18, 2020, the CRA Trustees determined that the applicant’s proposal met the program requirements and approved a loan to grant in the amount of $187,632.50 for 949 Cleveland LLC to build out a vacant storefront and establish a coffee and dessert shop that will serve hot and cold drinks along with a wide selection of desserts. The total project cost is $375,265.00. The applicant planned to complete construction by February 18, 2021. Due to the COVID-19 pandemic, construction was delayed. The CRA Trustees approved an extension to March 1, 2022. Unfortunately, the COVID 19 pandemic continued to delay progress and the applicant was not able to secure a general contractor until late 2021. The applicant is committed to this project. They have received a building permit and have begun construction. They have requested a second amendment to extend the grant agreement by one year to complete the project and open the new businesses. Staff recommends amending the grant to allow a new completion date of March 1, 2023. This site is critical to serving existing residents and attracting new residents to apartment developments in this area, in turn, generating a favorable market to encourage new housing developments in the downtown core. It will also fill a persistently vacant site on Cleveland Street. The original grant agreement incorporates the property owner’s full application and financial documents to secure the loan to grant agreement over a five-year period. Those documents will remain unchanged. APPROPRIATION CODE AND AMOUNT: Funds for this grant are available in 3887552-R2003 Economic Development-City. Trustee Allbritton moved to amend the Loan to Grant Agreement with 949 Cleveland Street, LLC for the property at 943 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 4.2 Amend the Loan to Grant Agreement with 949 Cleveland Street, LLC for the property at 1011 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. At the October 29, 2018 Community Redevelopment Agency (CRA) meeting, the CRA Trustees approved a time limited, grant program for property owners to support the establishment of new food and drink businesses that are open on nights and weekends in the Downtown Core and Prospect Lake districts in the Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 4 City of Clearwater CRA area. Under this program, property owners must commit, at a minimum, to matching the CRA’s grant funding, dollar for dollar, for building improvements that will be maintained for a minimum of five years. The owner must also maintain a lease with a business that serves food and/or drinks on nights and weekends for a minimum of five years. On February 18, 2020, the CRA Trustees determined that the applicant’s proposal met the program requirements and approved a loan to grant in the amount of $250,000 for 949 Cleveland LLC to establish a self-serve beer and wine bar with indoor and outdoor lounge areas, including significant improvements to The Nolen’s existing outdoor plaza and high-quality interior finishes. The total project cost is $610,438.00. The applicant planned to complete construction by February 18, 2021. Due to the COVID-19 pandemic, construction was delayed. The CRA Trustees approved an extension to March 1, 2022. Unfortunately, the COVID 19 pandemic continued to delay progress and the applicant was not able to secure a general contractor until late 2021. The applicant is committed to this project. They have received a building permit and have begun construction. They have requested to extend the grant agreement by one year to complete the project and open the new businesses. Staff recommends amending the grant to allow a new completion date of March 1, 2023. This site is critical to serving existing residents and attracting new residents to apartment developments in this area, in turn, generating a favorable market to encourage new housing developments in the downtown core. It will also fill a persistently vacant site on Cleveland Street. The original grant agreement incorporates the property owner’s full application and financial documents to secure the loan to grant agreement over a five-year period. Those documents will remain unchanged. APPROPRIATION CODE AND AMOUNT: Funds for this grant are available in 3887552-R2003 Economic Development-City. Trustee Beckman moved to amend the Loan to Grant Agreement with 949 Cleveland Street, LLC for the property at 1011 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 4.3 Amend a Loan to Grant Agreement with 949 Cleveland Street, LLC for the properties at 1017, 1023 and 1029 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 5 City of Clearwater At the October 29, 2018 Community Redevelopment Agency (CRA) meeting, the CRA Trustees approved a time limited, grant program for property owners to support the establishment of new food and drink businesses that are open on nights and weekends in the Downtown Core and Prospect Lake districts in the CRA area. Under this program, property owners must commit, at a minimum, to matching the CRA’s grant funding, dollar for dollar, for building improvements that will be maintained for a minimum of five years. The owner must also maintain a lease with a business that serves food and/or drinks on nights and weekends for a minimum of five years. On February 18, 2020, the CRA Trustees determined that the applicant’s proposal met the program requirements and approved a loan to grant in the amount of $250,000.00 for 949 Cleveland LLC to build out multiple vacant storefronts to establish a “micro” market, food hall concept that will provide space for up to 8 vendors. Each vendor will have access to individual electrical and plumbing hook-ups and a shared communal kitchen for preparation and storage of goods. Patrons will have access to the lounge areas in the adjacent self-serve beer/wine business. New restrooms will be constructed as part of this project. The total project cost is $570,655.48. The applicant planned to complete construction by February 18, 2021. Due to the COVID-19 pandemic, construction was delayed. The CRA Trustees approved an extension to March 1, 2022. Unfortunately, the COVID 19 pandemic continued to delay progress and the applicant was not able to secure a general contractor until late 2021. The applicant is committed to this project. They have received a building permit and have begun construction. They have requested to extend the grant agreement by one year to complete the project and open the new businesses. Staff recommends amending the grant to allow a new completion date of March 1, 2023. This site is critical to serving existing residents and attracting new residents to apartment developments in this area, in turn, generating a favorable market to encourage new housing developments in the downtown core. It will also fill a persistently vacant site on Cleveland Street. The original grant agreement incorporates the property owner’s full application and financial documents to secure the loan to grant agreement over a five-year period. Those documents will remain unchanged. APPROPRIATION CODE AND AMOUNT: Funds for this grant are available in 3887552-R2003 Economic Development-City Trustee Bunker moved to amend a Loan to Grant Agreement with 949 Cleveland Street, LLC for the properties at 1017, 1023 and 1029 Cleveland Street, to extend the agreement to March 1, 2023, for building improvements to implement the CRA Food and Drink Grant Program and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 6 City of Clearwater 4.4 Approve the Second Amendment to Agreement for Development and Purchase and Sale of Property between the Community Redevelopment Agency, the City of Clearwater and Blue Pierce, LLC and authorize the appropriate officials to execute same. The purpose of this item is to request approval of an amendment to the development agreement between the Community Redevelopment Agency (CRA) and Blue Pierce, LLC to extend the allowable time for closing and the construction of the Blue Dolphin Tower. After unsuccessful attempts to attract commercial, market rate development, the Community Redevelopment Agency (CRA) issued RFP 09-19 on August 17, 2019, to redevelop the former Fire Station 45 site at 610 Franklin Street as a housing tax credit project. Staff reviewed three qualified proposals and recommended Blue Sky Communities as the winning proposal on September 18, 2019. Blue Sky Communities proposes to construct a 9-story, 81-unit housing development with a two-story, 81-space parking garage. The unit mix is 30 1-bedroom, 47 two-bedroom and 4 three-bedroom units. This is a mixed income project with 16% of the units at 30% AMI, 69% of the units at 60% AMI and 15% of the units at 80% AMI. The developer successfully obtained state tax credits from the 9% program in 2020. Construction costs increased significantly during 2020 and 2021 due to the pandemic, which led the developer to pause the Architecture process after receiving a development order in August 2021. The developer did not wish to continue preparing construction plans without obtaining additional funding to construct the project. The developer has obtained additional funding as outlined in the table below and is ready to finish construction drawings to obtain a building permit. The development agreement requires obtaining all building permits as a condition of closing. BLUE DOLPHIN TOWER Funding Sources Table, 1/24/22 *Presently scheduled for consideration by Pinellas County Commissioners at Meeting on 2/8/22 Raymond James Bank $4,410,000 Raymond James Tax Credit Funds $17,744,225 Clearwater/CRA LGAO $610,000 Clearwater Add’l. Loan $1,800,000 Pinellas County - Penny Land Assembly* $1,000,000 Pinellas County - SHIP* $1,000,000 Deferred Developer Fee $1,560,425 TOTAL SOURCES $28,124,651 Closing is currently scheduled for March 2022 which the developer will not be able to meet. Staff recommends extending the following dates in the agreement: Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 7 City of Clearwater Task Current Deadline Amended Deadline Closing/Sale of Property 3/1/2022 12/1/2022 Construction Commencement 4/1/2022 1/1/2023 Vertical Construction Commencement 10/1/2022 7/1/2023 Project Completion 4/1/2024 1/1/2025 APPROPRIATION CODE AND AMOUNT: There is funding available in the Housing-County R2010 project fund for the CRA’s $305,000 portion of the local government contribution which remains unchanged from the previous approval. The CRA will receive $2 million from the sale of this property. Chair Hibbard said his company, Steward Partners, has a relationship with Raymond James and the City Attorney does not believe a voting conflict exists. In response to questions, CRA Executive Director Amanda Thompson said the development review department is currently short-staffed, requiring a time extension. The City is providing a no interest $1.8 million loan using federal HOME funds. Blue Sky Communities President Shawn Wilson said the company has made several commitments for energy efficient features and achieving energy efficient ratings. The company always tries to incorporate solar panels via a change order as it is typically not required in a project. Trustee Hamilton moved to approve the Second Amendment to Agreement for Development and Purchase and Sale of Property between the Community Redevelopment Agency, the City of Clearwater and Blue Pierce, LLC and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 4.5 Approve the Purchase contract for the City of Clearwater Community Redevelopment Agency (CRA) to purchase real property located at 1351 Cleveland Street, Parcel No. 15-29-15-64890-003-0050, with a purchase price of $445,000 and total expenditures not to exceed $10,000, including closing-related costs and preparation of the site, and authorize the appropriate officials to execute same, together with all other instruments required to affect closing. The purpose of this item is to request approval to purchase 1351 Cleveland Street which is the location of the Idle Spur Bar. The subject property, Parcel Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 8 City of Clearwater Identification Number 15-29-15-64890-003-0050, is owned by Clark D. Hubbard (Seller). Seller’s property has a total land area of approximately 10,500 square feet and is developed with a 1,599 square foot building. The property has approximately 50 ft of linear frontage on Cleveland Street and approximately 50 ft of linear frontage on Park Street. The subject property is adjacent to privately owned land to the west and CRA-owned property to the east. A primary purpose of the CRA is the assembly and redevelopment of blighted property. This business generates numerous calls to the police and is in a state of disrepair. It sits adjacent to three vacant parcels owned by the CRA that are currently undergoing environmental remediation and are planned for redevelopment. Once acquired, the CRA will demolish the existing building, conduct any required environmental remediation, and engage the public in a planning process to inform the redevelopment of the newly combined sites. An independent appraisal was performed on the property on November 15, 2021, by Jim Millspaugh and Associates. The appraisal report determined that the fair market value of the property is $220,000.00 and the fair market value of the business is $225,000.00. Seller and Buyer have contracted herein for Real Property only. The CRA does not typically purchase properties with active businesses. The purchase price includes the fair market value of the business to fairly compensate the property owner for the removal of an active business. Summary of costs for the purchase of the subject property are as follows: Purchase price $445,000 Closing related costs (not to exceed) $10,000 TOTAL $455,000 Your approval is recommended. APPROPRIATION CODE AND AMOUNT: Funding is available in CRA Project Fund R2004 - Economic Development County. In response to a question, CRA Executive Director Amanda Thompson said downtown zoning provides a lot of flexibility but staff envisions it will be a commercial redevelopment project for businesses, housing, and mixed use. She said combining the lots to form a larger site provides more options. She spoke with an individual recently who is interested in building a restaurant/distillery from the ground up. Trustee Allbritton moved to approve the Purchase contract for the City of Clearwater Community Redevelopment Agency (CRA) to purchase real property located at 1351 Cleveland Street, Parcel No. 15-29-15-64890-003-0050, with a purchase price of $445,000 and total expenditures not to exceed $10,000, including closing-related Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 9 City of Clearwater costs and preparation of the site, and authorize the appropriate officials to execute same, together with all other instruments required to affect closing. The motion was duly seconded and carried unanimously. 4.6 Approve an amendment to the agreement for the sale and development of the property located at 1250 Cleveland Street and adjacent properties to Archway Partners, LLC to extend the project schedule by one year and authorize the appropriate officials to execute same. The purpose of this item is to request approval of an amendment to an existing development agreement between the Community Redevelopment Agency and Archway Partners, LLC for the redevelopment of 1250 Cleveland Street and adjoining properties. In accordance with Section 4.05 Project Schedule of the agreement, Archway Partners has requested a one-year extension of all project deadlines. After receiving two Letters of Interest that aligned with the goals of the Downtown Redevelopment Plan, the Community Redevelopment Agency issued RFP/Q 43-21 for the redevelopment of its 2.35-acre site at 1250 Cleveland Street on May 26, 2021. The request called for a mixed-use or apartment development that maintained or expanded the existing community garden. The RFP was awarded to Archway Partners on August 16, 2021, because of the project’s excellent site design, developer experience, mixed income approach and rooftop garden. The proposed project is a 4-story, 81-unit mixed income, affordable apartment development. The project has an urban design that fits the downtown design guidelines and will complement the new streetscape as well as provide an appropriate transition between the commercial uses on Cleveland Street and the residential area to the rear of the site. There are 109 parking spaces, a rooftop garden and preservation of the existing community garden. There are one bedroom and two-bedroom units that range from 650-975 square feet of floor area. The units will be limited to between 30-80% AMI and will be income restricted for the life of the project. The building will obtain green building certification. The overall project cost is approximately $28,000,000. Construction of the project was contingent on obtaining additional state funding. The developer failed to obtain state affordable housing tax credits, SAIL funding, in 2021 and has presented three financial options for the CRA to consider including applying for SAIL funding in 2022, requesting $6 million in County/City grants or pursuing additional funding options by building an age restricted development. Staff is recommending the developer pursue SAIL funding again prior to considering other options. Archway Partners believes that they can successfully obtain SAIL funding in Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 10 City of Clearwater 2022 if they can increase the number of units from 81 to 100 through the City’s Level 2 FLD process. They already have a 30% “basis boost” for this project since they applied for bonds in 2021 and have obtained 20 Project-Based Vouchers (PBVs) from the Clearwater Housing Authority which are worth $2 million in funding towards the development. Preparing the application for the Level 2 FLD process will cost approximately $40,000 and take 3-4 months. The current development agreement with the CRA requires closing by August 2022. If the CRA Trustees approve an extension, the developer will have time to request the additional units and file a new SAIL funding request. If the CRA elects not to amend the deadlines, the developer will have until August 2022 to fill a gap of approximately $6 million. The proposed project meets the goals outlined in RFP/Q 43-21 derived from the Principles, Goals and Objectives of the 2018 Clearwater Downtown Redevelopment Plan to support redevelopment projects that are pedestrian friendly, incorporate quality urban design and provide a variety of land uses in downtown, including: Policy 12: The City shall make use of Community Development Block Grant, HOME Investment Partnership Program, State Housing Initiatives Partnership program, and other federal, state, and county funds for Downtown infrastructure and increasing affordable housing options. Policy 18: The design of all projects in Downtown shall incorporate pedestrian-scale elements that create and maintain an inviting pedestrian environment. Objective 1F: Allow for a variety of residential densities and housing types to provide for a range of affordability and mix of incomes consistent with the Character Districts. Objective 1G: Continue to utilize a variety of incentives to encourage the construction of new residential uses to location Downtown. If approved, the new closing date would be no later than August 2023 and construction would be complete by December 1, 2024. This is an excellent plan that will only be enhanced with increased density and Archway Partners is the right development team for this project. Approval of the amendment to allow a one-year extension is recommended. In response to questions, Archway Partners representative Brett Green said one positive component regarding the state housing funds was that a lot of the monies were shifted to the SHIP program, which is directed to local governments for affordable housing. The company is committed to the project, regardless if SAIL funds are awarded. He said the company will explore other avenues to fund the gap that exists if SAIL funds are not attained. The proposed site plan contemplates 100 unit. Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 11 City of Clearwater Trustee Beckman moved to approve an amendment to the agreement for the sale and development of the property located at 1250 Cleveland Street and adjacent properties to Archway Partners, LLC to extend the project schedule by one year and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 4.7 Discuss a proposed agreement for the sale and development of the property located at 306 South Washington to SP Clearwater WFH, LLC and the Clearwater Housing Authority for the purposes identified in Request for Proposals and Qualifications (RFP/Q) 53-20 and authorize the appropriate officials to execute same. The purpose of this item is to request approval of a development agreement between the Community Redevelopment Agency (CRA), the Clearwater Housing Authority (CHA) and SP Clearwater WFH, LLC (Developer) to redevelop the CRA-owned property at 306 South Washington Avenue for the purposes identified in RFP/Q 53-20. Background The Community Redevelopment Agency issued RFP/Q 53-20 for the redevelopment of its site at 306 South Washington on August 17, 2020. The request called for a mixed-use or apartment development with a focus on workforce and market rate housing, the opportunity for shared parking to serve surrounding restaurant/retail businesses and ample outdoor amenity space. There is currently a lack of supply of rental housing for employees in the technology industry downtown, at Morton Plant Hospital and on Clearwater Beach who earn 80% or higher of the area median income (AMI). Building shared parking on the South Washington site is key to supporting commercial uses on the ground floors of APEX 1100, The Nolen apartment buildings and the planned brewery at 115 S. Martin Luther King, Jr. to the north of the subject property. The CRA received responses from the Housing Trust Group, LLC and SP Clearwater WFH LLC. On October 12, 2020, the CRA Trustees selected SP Clearwater WFH, LLC as the winning bidder and authorized the CRA Director to prepare a development agreement. Proposed Project The project is a 171-unit mixed income apartment development, with a minimum 260-space parking garage with tenant amenities including a pool, dog walking area, two playgrounds, exercise room and community room. There is a mixture of 1-bedroom (725 sq. ft.) units and 2-bedroom (925 sq. ft.) units. There will be 18 affordable units at 80% of AMI, 49 units at 100% of AMI and 104 affordable units at 120% of AMI. The building will include high efficiency HVAC, Energy Star rated windows, low flow toilets and sound deadening construction. The parking area will include a dedicated Uber/Lyft area to support car sharing services as well as ample bicycle parking. There will be 40 public parking Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 12 City of Clearwater spaces operated by the apartment management company that will be available to the public for a minimal charge. The overall project cost is approximately $38,436,995. Current Status From November 2020 to April 2021, the developer obtained approval for grant funding from Pinellas County, filed with the City for site plan approval and for six additional units from the public amenities pool, confirmed construction cost estimates and completed environmental site analysis. Two issues emerged that increased construction and operating costs - an environmental issue and a property tax issue. The Montrose Phase I Environmental Report prepared for the Developer acknowledges that the 2009 City Phase I environmental report’s conclusion that the project site is “clean” relies on a Site Rehabilitation Completion Order (“SRCO”) dated July 1, 2009, by the Florida Department of Environmental Protection (“FDEP”) after testing of the soils and the groundwater showing no contaminates exceeded the allowed thresholds. This determination was found to be still in place because there has been no activity on or near the site that would have introduce contaminants to the site since the report was issued. However, the ECS Geotech Reports 1 and 2 completed in March 2021 found (1) a buried concrete vault that needs to be dug out and replaced with controlled fill, (2) buried peat that is unbuildable and requires being dug out and replaced by controlled fill and (3) the top 2 feet of soil covering the site has small bodies of non-soil debris including slag throughout the site that could not be used for building. All unusable dirt will need to be hauled off the site and replaced with structurally sound dirt. The CRA has allocated up to $300,000 in additional grant funds to remove the concrete vault, the buried peat and bring in controlled fill to make the site buildable. Typically, affordable housing projects pay local property taxes on only 50% of the taxable value. This is a benefit under Florida law to support affordable housing. This project is a mixture of affordable and workforce housing units that will be subject to income restrictions and the land will be owned by the Pinellas County Land Bank. Although this is a permanently affordable project, it is not recognized as such under current Florida law. Because most of the units exceed 60% AMI, it will be taxed as a market rate, for profit project at 100% of the taxable value. Based on the land restrictions requiring permanent affordability, the developer assumed the state discount and estimated a tax payment of $1,200 per unit or $205,200 annually in City/County taxes as part of their project proposal and grant requests. After meeting with the property appraiser in March 2021, the CRA and developer learned the actual tax payment per unit would be $2,388 per unit or $408,348 annually. Under current and projected rental rates, the project will not generate enough income to pay the full project amount of City and County property taxes. To address the property tax increase, staff recommends the CRA partner with the Clearwater Housing Authority (CHA) to manage and own the project. The Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 13 City of Clearwater CHA is a tax-exempt entity. However, the CRA has negotiated a revenue sharing agreement to provide up to $200 per unit to the City/CRA and $200 to the County. The terms of the revenue sharing are outlined in a separate Interlocal agreement. The developer, Southport LLC, will still design and build the project as originally proposed. Proposed Development Terms The proposed development agreement is conditioned on the construction of plans substantially similar to those submitted with the original application and the following CRA incentives: - The sale of the site to the Pinellas County Land Trust for $3,420,000 and reinvestment of those funds back into the project - The provision of an $800,000 grant towards the project in exchange for public parking and up to $300,000 for site remediation - Support an application before the Community Development Board to receive 6 housing units from the density pool - Assignment of the project to the Clearwater Housing Authority (Term Added January 2022) The applicant is requesting the following funding from the City (which is a separate action from the CRA development agreement): - $880,000 HOME loan Sale of the property, or closing, is anticipated to occur in late 2022. The proposed agreement requires the following conditions to be met prior to closing: Approval for the $880,000 HOME loan from the City Final zoning entitlements for the additional 6 units from the density pool Closing dates and final approvals established for transfer of ownership to the Pinellas County Land Trust Project Justification The proposed project meets the goals outlined in RFP/Q 53-20 derived from the Principles, Goals and Objectives of the 2018 Clearwater Downtown Redevelopment Plan to support redevelopment projects that are pedestrian friendly, incorporate quality urban design and provide a variety of land uses in downtown, including: Policy 12: The City shall make use of Community Development Block Grant, HOME Investment Partnership Program, State Housing Initiatives Partnership program, and other federal, state, and county funds for Downtown infrastructure and increasing affordable housing options. Policy 18: The design of all projects in Downtown shall incorporate pedestrian-scale elements that create and maintain an inviting pedestrian environment. Objective 1F: Allow for a variety of residential densities and housing types to provide for a range of affordability and mix of incomes consistent with the Character Districts. Objective 1G: Continue to utilize a variety of incentives to encourage the construction of new residential uses to location Downtown. Objective 2M: Create parking as infrastructure through a park once strategy that utilizes consolidated parking to serve all of Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 14 City of Clearwater Downtown and reduces the requirement for use-by-use on-site parking. This is a catalyst project for this area that would provide new residents to downtown and parking to support nearby businesses on Cleveland Street. There are three aspects to this proposal that provide long term housing affordability. First, the CRA will sell the land to the Pinellas County Land Trust who will own the underlying land in perpetuity. The land trust will then provide a 99-year lease to the Clearwater Housing Authority. Second, the rental rates are set by the AMI established by Pinellas County and cannot increase more than 1.02% per year. Typically, market rate rental amounts increase more than 1% per year. Third, all revenues generated by the Clearwater Housing Authority must be used aligned with their mission to provide affordable and workforce housing. This project will be a long-term source of revenue for affordable housing in Clearwater. APPROPRIATION CODE AND AMOUNT: Funds are available in CRA Project Code 3887552 - R2009 Housing - City. In response to questions, Clearwater Housing Authority Jacqueline Rivera said there is consensus among the CHA Board of Commissioners (Board) to continue the process to determine if the numbers will fit the portfolio. She said the costs for the operations, construction, and debt-issuance will be updated in March. She said once the numbers are updated, the Board will have to issue a resolution if they are in agreement to move forward with the project. CRA Executive Director Amanda Thompson said if there if agreement to move forward with the project, an item will be presented to the CRA no later than May. South Port representative Peter Leech said the Clearwater Housing Authority is one of the best in the state and the project's potential fits their ability. 4.8 Discuss an Interlocal Agreement between the City of Clearwater and the Community Redevelopment Agency (CRA), Pinellas County, and the Clearwater Housing Authority to provide for revenue sharing and the redevelopment of 306 S Washington Avenue, and authorize the appropriate officials to execute same. The purpose of this item is to discuss a pending Interlocal agreement that is a companion item to the 306 South Washington Avenue development agreement. The 306 South Washington project is a 171-unit mixed income apartment development, a minimum of 260-space parking garage with tenant amenities including a pool, dog walking area, two playgrounds, exercise room and community room. There is a mixture of 1-bedroom (725 sq. ft.) units and 2-bedroom (925 sq. ft.) units. There will be 18 affordable units at 80% of AMI, 49 Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 15 City of Clearwater units at 100% of AMI and 104 workforce units at 120% of AMI. Typically, affordable housing projects pay local property taxes on only 50% of the taxable value. This is a benefit under Florida law to support affordable housing. This project is a mixture of affordable and workforce housing units that will be subject to income restrictions and the land will be owned by the Pinellas County Land Bank. Although this is a permanently affordable project, it is not recognized as such under current Florida law. Because most of the units exceed 60% AMI, it will be taxed as a market rate, for profit project at 100% of the taxable value. Based on the land restrictions requiring permanent affordability, the developer assumed the state discount and estimated a tax payment of $1,200 per unit or $205,200 annually in city/county taxes as part of their project proposal and grant requests. After meeting with the property appraiser in March 2021, the CRA and developer learned the actual tax payment per unit would be $2,388 per unit or $408,348 annually. Under current and projected rental rates, the project will not generate enough income to pay the full project amount of city and county property taxes. This mixed income housing project is a high priority for the city, CRA and Pinellas County to meet the significant need for workforce housing and downtown redevelopment goals. Without additional financial subsidy, this project cannot move forward. Staff believes the best option is to transfer ownership to the Clearwater Housing Authority (CHA) who has the expertise to manage a mixed income property and has proposed a revenue sharing agreement. Additionally, all revenues generated by the CHA must be spent to further their mission of providing affordable housing. Mixed income projects like these provide a continuous source of revenue to construct and maintain affordable housing without relying on federal, state, or local subsidies. The proposed Interlocal agreement is a multi-party agreement including the Clearwater Community Redevelopment Agency (CRA), the City of Clearwater (City), Pinellas County (County) and the CHA. The agreement outlines each parties funding commitments to the project, the long-term ownership of the project site and public parking and the revenue sharing arrangement between the CHA and the other parties. The agreement includes the following terms: • Acknowledges that the provision of workforce and affordable housing is an adopted policy of all entities that are party to the agreement. • The CRA will sell the project site to the Pinellas County Land Trust for $3,460,000 and will reinvest the proceeds into the construction of the project. The Land Trust will enter a long-term lease with the Clearwater Housing Authority. • The CHA and the Developer will construct and manage the project in accordance with the terms adopted in the development agreement with the CRA. This includes the provision of 40 spaces for public parking, no assignments unless approved by all parties and maintaining income Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 16 City of Clearwater restrictions. • The CHA will participate in revenue sharing if there is net surplus after all loan obligations, administrative fees and maintenance costs are met. “Net Surplus Revenues of the Project” shall mean the net cash income of the Project after the payment of all operating expenses (including management fee of not in excess of 6%), funding or replenishment of operating, debt service and replacement reserves for the Project, required payment of debt service (including redemption of bonds issued for the construction of the Project). • The CHA will pay 50% of the Net Surplus Revenues of the Project, up to but not exceeding an amount equal to $400 per unit shall be paid to the City ($100 per unit), the CRA ($100 per unit) and the County ($200 per unit); If, during the term of this Agreement, the CRA ceases to exist, the City’s portion of the annual payment shall be increased to include what would have been the CRA’s share. • 50% of the Net Surplus Revenues of the Project shall be retained by the CHA and used for any purpose consistent with Chapter 421, Florida Statutes. • Payment will begin after the first year of stabilization of the project meaning occupancy levels of 95% for a period of six months. Payments will be made on an annual basis. There is a significant need for affordable and workforce housing in Pinellas County and in Clearwater. This project is a public/private partnership that can deliver a high quality, mixed income apartment development that will remain financially sustainable ensuring affordable housing for decades into the future. 5. Director's Report CRA Executive Director Amanda Thompson introduced Matt Jackson, the new CRA Assistant Director. She said staff met with the 400 and 500 block property owners and merchants last Friday that went very well. Another meeting has been scheduled for April 8 to discuss the potential enhancement on Cleveland Street. She said staff has informed the business owners that their business model cannot be based on having access to the street. The Downtown Development Board has decided that they will continue to hear funding requests and invite individuals to the meetings. CRA staff will continue to host quarterly Downtown coordination meetings. She said the North Greenwood CRA planning meeting is scheduled for February 24. In response to questions, Ms. Thompson said the grants provided to the individuals at the corner of Chestnut Street and Myrtle Avenue expires at the end of May. Based on the Trustees' sentiment, staff will not bring back the item for an extension. If the grant agreement is not extended, the agreement Draft Community Redevelopment Agency Meeting Minutes February 14, 2022 Page 17 City of Clearwater expires. She said the individuals have had difficulties with the access agreement with Walgreens. The individuals had two years to obtain a building permit. She said the individuals have funding to do a project, maybe not the project they proposed. The City Manager said the 26/28 N. Fort Harrison Avenue sites are owned by a local individual and there is interest by other parties to purchase the sites; staff has been focusing on cleaning up the sites. He said in the coming days there will be announcement regarding the redevelopment of the former Dunkin Donuts building and 400/500 blocks on Cleveland Street. Ms. Thompson said the Lucky Anchor tenant was given a 30-day eviction notice. The City Manager said the eviction notice was part of the redevelopment effort on Cleveland Street. He said staff assisting the owners of the dueling piano bar with the opening process. Ms. Thompson said staff is in the process of sourcing new furniture for Station Square Park in preparation for re-opening the area. 6. Adjourn The meeting adjourned at 8:45 a.m. Chair Community Redevelopment Agency Attest City Clerk Draft Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#22-0200 Agenda Date: 3/14/2022 Status: Agenda ReadyVersion: 1 File Type: Action ItemIn Control: Community Redevelopment Agency Agenda Number: 4.1 SUBJECT/RECOMMENDATION: Approve an Interlocal Agreement between the City of Clearwater and the Community Redevelopment Agency (CRA), Pinellas County, and the Clearwater Housing Authority to provide for revenue sharing and the redevelopment of 306 S Washington Avenue, and authorize the appropriate officials to execute same. SUMMARY: The purpose of this item is to request approval of an Interlocal agreement that is a companion item to the 306 South Washington Avenue development agreement. The 306 South Washington project is a 171-unit mixed income apartment development, a minimum of 260-space parking garage with tenant amenities including a pool, dog walking area, two playgrounds, exercise room and community room. There is a mixture of 1-bedroom (725 sq. ft.) units and 2-bedroom (925 sq. ft.) units. There will be 18 affordable units at 80% of AMI, 49 units at 100% of AMI and 104 workforce units at 120% of AMI. Typically, affordable housing projects pay local property taxes on only 50% of the taxable value. This is a benefit under Florida law to support affordable housing. This project is a mixture of affordable and workforce housing units that will be subject to income restrictions and the land will be owned by the Pinellas County Land Trust. Although this is a permanently affordable project, it is not recognized as such under current Florida law. Because most of the units exceed 60% AMI, it will be taxed as a market rate, for profit project at 100% of the taxable value. Based on the land restrictions requiring permanent affordability, the developer assumed the state discount and estimated a tax payment of $1,200 per unit or $205,200 annually in city/county taxes as part of their project proposal and grant requests. After meeting with the property appraiser in March 2021, the CRA and developer learned the actual tax payment per unit would be $2,388 per unit or $408,348 annually. Under projected rental rates, the project will not generate enough income to pay the full project amount of city and county property taxes. This mixed income housing project is a high priority for the City, CRA and Pinellas County to meet the significant need for workforce housing and downtown redevelopment goals. Without additional financial subsidy, this project cannot move forward. Staff believes the best option is to transfer ownership to the Clearwater Housing Authority (CHA) who has the expertise to manage a mixed income property and has proposed a revenue sharing agreement. Additionally, all revenues generated by the CHA must be spent to further their mission of providing affordable housing. Mixed income projects like these provide a continuous source of revenue to construct and maintain affordable housing without relying on federal, state, or local subsidies. Page 1 City of Clearwater Printed on 3/7/2022 File Number: ID#22-0200 The proposed Interlocal agreement is a multi-party agreement including the Clearwater Community Redevelopment Agency (CRA), the City of Clearwater (City), Pinellas County (County) and the CHA. The agreement outlines each parties funding commitments to the project, the long-term ownership of the project site and public parking and the revenue sharing arrangement between the CHA and the other parties. The agreement includes the following terms: ·Acknowledges that the provision of workforce and affordable housing is an adopted policy of all entities that are party to the agreement. ·The CRA will sell the project site to the Pinellas County Land Trust for $3,460,000 and will reinvest the proceeds into the construction of the project. The Land Trust will enter a long-term lease with the Clearwater Housing Authority. ·The CHA and the Developer will construct and manage the project in accordance with the terms adopted in the development agreement with the CRA. This includes the provision of 40 spaces for public parking, no assignments unless approved by all parties and maintaining income restrictions. ·The CHA will participate in revenue sharing if there is net surplus after all loan obligations, administrative fees and maintenance costs are met. “Net Surplus Revenues of the Project” shall mean the net cash income of the Project after the payment of all operating expenses (including management fee of not in excess of 6%), funding or replenishment of operating, debt service and replacement reserves for the Project, required payment of debt service (including redemption of bonds issued for the construction of the Project). ·The CHA will pay 50% of the Net Surplus Revenues of the Project, up to but not exceeding an amount equal to $400 per unit shall be paid to the City ($100 per unit), the CRA ($100 per unit) and the County ($200 per unit); If, during the term of this Agreement, the CRA ceases to exist, the City’s portion of the annual payment shall be increased to include what would have been the CRA’s share. As proposed, this would be an annual payment of $68,400. ·50% of the Net Surplus Revenues of the Project shall be retained by the CHA and used for any purpose consistent with Chapter 421, Florida Statutes. ·Payment will begin after the first year of stabilization of the project meaning occupancy levels of 95% for a period of six months. Payments will be made on an annual basis. There is a significant need for affordable and workforce housing in Pinellas County and in Clearwater. This project is a public/private partnership that can deliver a high quality, mixed income apartment development that will remain financially sustainable ensuring affordable housing for decades into the future. APPROPRIATION CODE AND AMOUNT: N/A Page 2 City of Clearwater Printed on 3/7/2022 1 INTERLOCAL AGREEMENT This Interlocal Agreement ("Agreement") is made as of ______________ (“the Effective Date”), by and between PINELLAS COUNTY, a political subdivision of the State of Florida (“County”), the CITY OF CLEARWATER, a municipal corporation (“City”), the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA, a public body corporate and politic of the State of Florida created pursuant to Part III, Chapter 163, Florida Statutes ("Agency"), and the CLEARWATER HOUSING AUTHORITY, a quasi-municipal corporation created pursuant to Chapter 421, Florida Statutes ("CHA"). W I T N E S S E T H: WHEREAS, the Agency was created to implement the community redevelopment activities in the Florida Community Redevelopment Act of 1969 codified at Chapter 163, Part III, Florida Statutes; and WHEREAS, § 163.380(1), Florida Statutes provides that a community redevelopment agency may sell, lease, dispose of, or otherwise transfer real property or any interest acquired in the real property for community development in a community redevelopment area to any private person; and WHEREAS, § 163.380(2), Florida Statutes provides that such real property shall be sold, leased, or otherwise transferred at a value determined to be in the public interest and that if the value of such real property is disposed for less than fair value, such disposition shall require the approval of the governing body at a duly noticed public hearing; and WHEREAS, § 163.380(3)(a), Florida Statutes provides that prior to disposition of such real property the community redevelopment agency must give notice of disposition by publication in a newspaper having a general circulation in the community and invite proposals from private redevelopers or any persons interested in undertaking to redevelop or rehabilitate a community redevelopment area or any part thereof; and WHEREAS, on April 17, 2020 the Agency released Request for Proposals #53-20 by publication in a newspaper having a general circulation in Clearwater, Florida requesting proposals to redevelop the real property commonly referred to as 306 South Washington Avenue, Clearwater, FL 33756 (“the Land”) for a mixed-use or apartment development with a focus on workforce and market rate housing, the opportunity for shared parking to serve surrounding restaurant/retail businesses, construction to begin in 2021 and ample outdoor amenity space; and WHEREAS, SP CLEARWATER WFH, LLC, a Florida limited liability company (“the Developer”) submitted a proposal for redevelopment of the real property as an apartment development with a focus on workforce and market rate housing on September 10, 2020 (“the Project”); and 2 WHEREAS, representatives of the Agency and the City of Clearwater met on September 18, 2020 to evaluate the Project and to make a recommendation to the Agency of whether to accept or reject the Project; and WHEREAS, representatives of the Agency and the City of Clearwater recommended approval the Developer’s proposal; and WHEREAS, on August 28, 2020 the Developer applied for Penny IV Pinellas funds to assist with the construction and development of the Project; and WHEREAS, on ______________ the County accepted the Developer’s Penny IV Pinellas funds application and awarded the Developer $______________ to assist with the construction and development of the Project; and WHEREAS, it has become apparent that for the approved plan for the development of the Project will not provide result in long-term financial stability for the operations of the Project; and WHEREAS, the City, the CRA and the County agree that the Project is needed to alleviate the significant shortage of affordable housing in the City; and WHERAS, the CHA has agreed to take over the development of the Project and operate and manage the Project for the benefit of the CHA, the City, the Agency and the County; and WHEREAS, the development of the Project and the operation and management of the Project by the CHA is in the best interests of the City, the Agency and the County and will serve a paramount public purpose through the development of sustainable affordable housing in the City; and WHEREAS, all parties to this Agreement agree that there is a need for the Project and that the parties further desire for the CHA to become the owner and manager of the Project; and NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties hereby agree as follows: 1. Public Need and Purpose. The parties acknowledge and agree that this Agreement satisfies, fulfills, and is pursuant to and for a paramount public purpose and municipal purpose and that the Project is in the public interest, and is a proper exercise of the County’s, the City’s, the Agency's, and CHA’s power and authority under Chapters 125, 166, 163, and 421, Florida Statutes, respectively. 2. Transfer of the Land; Restrictions. The Agency agrees to transfer the Land to a land trust created by the County for the purchase price of $3,460,000.00. The County agrees to enter into a ground lease with the CHA (or its affiliated entity) pursuant to a ground lease 3 agreement between the parties that is acceptable to the County, the City, the CHA and the Agency and containing terms consistent with the County land trust program as applied to ground leases to public entities, including public housing authorities and their affiliates. 3. County. Agency and City Contributions to the Project. The County agrees to contribute the Penny IV Pinellas funds toward the construction and development of the Project. The City agrees to contribute a $880,000.00 HOME loan toward construction and development of the Project. The Agency agrees to contribute the proceeds from the sale of the Land to the land trust toward the construction and development of the Project. 4. Development Agreement; Assignment. It is anticipated that the Agency and the CHA will enter into a development agreement with the Developer for construction and development of the Project. 5. Ad Valorem Exemption; Net Surplus Revenue Sharing. Pursuant to Chapter 423, Florida Statutes, the Project will be exempt from ad valorem taxation for so long as the CHA owns the Project. The parties further agree that the Net Surplus Revenues of the Project (defined below) will be shared among the CHA, the City, the Agency and the County as follows: a. 50% of the Net Surplus Revenues of the Project, up to but not exceeding an amount equal to $400 per unit shall be paid to the City ($100 per unit), the Agency ($100 per unit) and the County ($200 per unit); provided that in the event Net Surplus Revenues of the Project are insufficient in any year to make full payment, the respective amounts payable to the City, the Agency and the County shall be reduced proportionately. If, during the term of this Agreement, the Agency ceases to exist, the City’s portion of the annual payment shall be increased to include what would have been the Agency’s share. b. 50% of the Net Surplus Revenues of the Project shall be retained by the CHA and used for any purpose consistent with Chapter 421, Florida Statutes For purposes hereof, the term “Net Surplus Revenues of the Project” shall mean the net cash income of the Project after the payment of all operating expenses (including management fee of not in excess of 6%), funding or replenishment of operating, debt service and replacement reserves for the Project, required payment of debt service (including redemption of bonds issued for the construction of the Project). Notwithstanding the foregoing, payments under this Section shall be further limited to the extent necessary to comply with any covenants required in connection with the financing of the Project, including minimum debt service coverage and liquidity requirements. Payments to be made under this Section shall be due and payable within [60] days of the completion of the annual financial statements for the Project (which may be part of the CHA’s annual financial statements) with payments commencing after completion of the first full year following stabilization of the Project (meaning attaining 4 a debt service coverage ratio of at least 1.15 and occupancy levels of 95% for a period of [six months]). The CHA shall provide annually to the City, the Agency and the County a copy of the annual financial statements of the Project and the calculation of the payments to be made at the time of each payment. 6. Public Use of Certain Parking Spaces. The Project will consist of a minimum of 40 parking spaces open to the public during business hours. The parties therefore agree that for the term of this agreement, a minimum of 40 parking spaces on the Land will be open to the public between the hours of 8:00 a.m. and 8:00 p.m. Monday through Sunday. 7. Declaration of Restrictive Use as Affordable Housing. The parties agree that for the term of this agreement, the Land will be used as an affordable housing project which the parties agree means a [171-unit] apartment complex with restricted as follows: 18 apartment units available for lease to tenants having incomes at 80% Area Median Income (“AMI”) or less; 49 apartment units available for lease to tenants having incomes at 100% AMI or less; 104 apartment units available for lease to tenants having incomes at 120% AMI or less, in each case adjusted for family size. AMI shall be established by income statistics reported from time to time by the U. S. Department of Housing and Urban Development or such other entity which may succeed to perform the duties of the U.S. Department of Housing and Urban Development. Notwithstanding the foregoing, it shall not be a violation of this provision if at any given point in time the unit mix does not meet these requirements due to vacancies and no unit shall be required to remain vacant in order to satisfy the foregoing requirements, it being the intention of the parties that the Project maintain a 95% occupancy rate. The CHA agrees to use its best efforts to manage occupancy at or in excess of the desired income level restrictions. 8. Term; Recordation. The term of this Agreement shall be perpetual unless sooner terminated by mutual agreement of the parties; provided, however, that the provisions of Section 5, 6 and 7 shall expire and be l no longer be of any force or effect, on the 30th anniversary of the Effective Date. The parties agree that after this Agreement has been fully executed, the Agency may record it in the Official Records of Pinellas County, Florida. 9. Successors and Assigns. The terms of this Agreement shall bind and inure to the benefit of the County, and its successor and assigns; the City, and its successors and assigns; the Agency, and its successors and assigns; and the CHA, and its successors and assigns. 10. Severability. If any term, provision, or condition contained this Agreement shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement, or the application of such term, provision, or condition to persons or circumstances other than those in respect of which it is invalid or unenforceable, shall not be affected thereby, and each term, provision and condition of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 11. Notices. All notices, demands, requests for approvals, or other communications 5 given by either party to another shall be in writing, and shall be sent by registered or certified mail, postage prepaid, return receipt requested or by overnight courier service, or by hand delivery to the office for each party indicated below and addressed as follows: To the County: 315 Court Street, #501 Clearwater, Florida 33756 Attention: County Manager, County Attorney To the City: P.O. Box 4748 Clearwater, Florida 33758 Attention: City Manager, City Attorney To the City: P.O. Box 4748 Clearwater, Florida 33758 Attention: Executive Director, CRA Attorney To the CHA: 28050 US Hwy 19 N, #103 Clearwater, Florida 33761 Attention: Chief Executive Officer, General Counsel 12. Notice of Default and Opportunity to Cure. Upon occurrence of an alleged default by any party, the other party shall deliver written notice to the party allegedly in default that identifies the specific nature of the alleged default. The party receiving such notice shall have 30 days within which to cure the alleged default; provided, however, that if the alleged default is of such nature that it cannot be reasonably cured within 30 days, the party allegedly in default shall have such additional time as may be reasonably necessary to cure the alleged default, so long as within said period, the alleged defaulting party commences the cure and diligently prosecutes such cure until completion. 13. Applicable Law; Construction. The laws of the State of Florida shall govern the validity, performance, and enforcement of this Agreement. This Agreement has been negotiated by the County, the City, the Agency, and the CHA, and the Agreement shall not be deemed to have been prepared by any one party, but by all equally. 14. Venue; Submission to Jurisdiction. For purposes of any suit, action, or other proceeding arising out of or relating to this Agreement, the parties hereto do acknowledge, consent, and agree that venue thereof is Pinellas County, Florida. Each party to this Agreement hereby submits to the jurisdiction of the State of Florida, Pinellas County and the 6 courts thereof and to the jurisdiction of the United States District Court for the Middle District of Florida, for the purposes of any suit, action, or other proceeding arising out of or relating to this Agreement and hereby agrees not to assert by way of a motion as a defense or otherwise that such action is brought in an inconvenient forum or that the venue of such action is improper or that the subject matter thereof may not be enforced in or by such courts. 15. Complete Agreement; Amendments. This Agreement, and all the terms and provisions contained herein constitute the full and complete agreement between the parties hereto to the date hereof and supersedes and controls over any and all prior agreements, understandings, representations, correspondence, and statements, whether written or oral. Any provisions of this Agreement shall be read and applied in para materia with all other provisions hereof. This Agreement cannot be changed or revised except by written amendment signed by all parties hereto. 16. Assignability. Neither this Agreement nor any right, remedy, obligation, or liability arising hereunder or by reason hereof shall be assignable by any party without the prior written consent of all other parties to the Agreement. 17. Captions. The captions of this Agreement are for convenience and reference only and in no way define, limit, describe the scope or intent of this Agreement or any part thereof, or in any way affect this Agreement or construe any article, section, subsection, paragraph, or provision hereof. IN WITNESS WHEREOF, the parties hereto have set their hands and their respective seals affixed as of the ________day of _________, 2022. COUNTY PINELLAS COUNTY, FLORIDA By: __________________________ Dave Eggers Chairperson Approved as to form: Attest: ________________________ ______________________________ Anne Morris Ken Burke Assistant County Attorney Clerk of the Circuit Court 7 CITY THE CITY OF CLEARWATER, FLORIDA By: __________________________ Frank V. Hibbard Mayor Approved as to form: Attest: ________________________ ______________________________ Michael P. Fuino Rosemarie Call Senior Assistant City Attorney City Clerk AGENCY COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA By: __________________________ Frank V. Hibbard Chairperson Approved as to form: Attest: ________________________ ______________________________ Michael P. Fuino Rosemarie Call Attorney for City Clerk Community Redevelopment Agency CHA CLEARWATER HOUSING AUTHORITY By: __________________________ Caitlein Jammo Chairperson 8 Approved as to form: ________________________ Sandy MacLennan General Counsel Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#22-0201 Agenda Date: 3/14/2022 Status: Agenda ReadyVersion: 1 File Type: Action ItemIn Control: Community Redevelopment Agency Agenda Number: 4.2 SUBJECT/RECOMMENDATION: Approve the proposed agreement for the sale and development of the property located at 306 South Washington to SP Clearwater WFH, LLC and the Clearwater Housing Authority for the purposes identified in Request for Proposals and Qualifications (RFP/Q) 53-20 and authorize the appropriate officials to execute same. SUMMARY: The purpose of this item is to request approval of a development agreement between the Community Redevelopment Agency (CRA), the Clearwater Housing Authority (CHA) and SP Clearwater WFH, LLC (Developer) to redevelop the CRA-owned property at 306 South Washington Avenue for the purposes identified in RFP/Q 53-20. Background The Community Redevelopment Agency issued RFP/Q 53-20 for the redevelopment of its site at 306 South Washington on August 17, 2020. The request called for a mixed-use or apartment development with a focus on workforce and market rate housing, the opportunity for shared parking to serve surrounding restaurant/retail businesses and ample outdoor amenity space. There is currently a lack of supply of rental housing for employees in the technology industry downtown, at Morton Plant Hospital and on Clearwater Beach who earn 80% or higher of the area median income (AMI). Building shared parking on the South Washington site is key to supporting commercial uses on the ground floors of APEX 1100, The Nolen apartment buildings and the planned brewery at 115 S. Martin Luther King, Jr. to the north of the subject property. The CRA received responses from the Housing Trust Group, LLC and SP Clearwater WFH LLC. On October 12, 2020, the CRA Trustees selected SP Clearwater WFH, LLC as the winning bidder and authorized the CRA Director to prepare a development agreement. Proposed Project The project is a 171-unit mixed income apartment development, with a minimum 260-space parking garage with tenant amenities including a pool, dog walking area, two playgrounds, exercise room and community room. There is a mixture of 1-bedroom (725 sq. ft.) units and 2-bedroom (925 sq. ft.) units. There will be 18 affordable units at 80% of AMI, 49 units at 100% of AMI and 104 affordable units at 120% of AMI. The building will include high efficiency HVAC, Energy Star rated windows, low flow toilets and sound deadening construction. The parking area will include a dedicated Uber/Lyft area to support car sharing services as well as ample bicycle parking. There will be 40 public parking spaces operated by the apartment management company that will be available to the public for a minimal charge. The overall project cost is approximately $38,436,995. Current Status From November 2020 to April 2021, the developer obtained approval for grant funding from Pinellas County, filed with the City for site plan approval and for six additional units from the public amenities pool, confirmed construction cost estimates and completed environmental site Page 1 City of Clearwater Printed on 3/7/2022 File Number: ID#22-0201 analysis. Two issues emerged that increased construction and operating costs - an environmental issue and a property tax issue. The Montrose Phase I Environmental Report prepared for the Developer acknowledges that the 2009 City Phase I environmental report’s conclusion that the project site is “clean” relies on a Site Rehabilitation Completion Order (SRCO) dated July 1, 2009, by the Florida Department of Environmental Protection (FDEP) after testing of the soils and the groundwater showing no contaminates exceeded the allowed thresholds. This determination was found to be still in place because there has been no activity on or near the site that would have introduce contaminants to the site since the report was issued. However, the ECS Geotech Reports 1 and 2 completed in March 2021 found (1) a buried concrete vault that needs to be dug out and replaced with controlled fill, (2) buried peat that is unbuildable and requires being dug out and replaced by controlled fill and (3) the top 2 feet of soil covering the site has small bodies of non-soil debris including slag throughout the site that could not be used for building. All unusable dirt will need to be hauled off the site and replaced with structurally sound dirt. The CRA has allocated up to $300,000 in additional grant funds to remove the concrete vault, the buried peat and bring in controlled fill to make the site buildable. Typically, affordable housing projects pay local property taxes on only 50% of the taxable value. This is a benefit under Florida law to support affordable housing. This project is a mixture of affordable and workforce housing units that will be subject to income restrictions and the land will be owned by the Pinellas County Land Bank. Although this is a permanently affordable project, it is not recognized as such under current Florida law. Because most of the units exceed 60% AMI, it will be taxed as a market rate, for profit project at 100% of the taxable value. Based on the land restrictions requiring permanent affordability, the developer assumed the state discount and estimated a tax payment of $1,200 per unit or $205,200 annually in city/county taxes as part of their project proposal and grant requests. After meeting with the property appraiser in March 2021, the CRA and developer learned the actual tax payment per unit would be $2,388 per unit or $408,348 annually. Under current and projected rental rates, the project will not generate enough income to pay the full project amount of city and county property taxes. To address the property tax increase, staff recommends the CRA partner with the Clearwater Housing Authority (CHA) to manage and own the project. The CHA is a tax-exempt entity. However, the CRA has negotiated a revenue sharing agreement to provide up to $200 per unit to the City/CRA and $200 to the County. The terms of the revenue sharing are outlined in a separate Interlocal agreement. The developer, Southport LLC, will still design and build the project as originally proposed. Proposed Development Terms The proposed development agreement is conditioned on the construction of plans substantially similar to those submitted with the original application and the following CRA incentives: - The sale of the site to the Pinellas County Land Trust for $3,420,000 and reinvestment of those funds back into the project - The provision of an $800,000 grant towards the project in exchange for public parking and up to $300,000 for site remediation - Support an application before the Community Development Board to receive 6 housing units from the density pool - Assignment of the project to the Clearwater Housing Authority (Term Added January 2022) The applicant is requesting the following funding from the City (which is a separate action from the CRA development agreement): - $880,000 HOME loan Sale of the property, or closing, is anticipated to occur in late 2022. The proposed agreement Page 2 City of Clearwater Printed on 3/7/2022 File Number: ID#22-0201 requires the following conditions to be met prior to closing: Approval for the $880,000 HOME loan from the City Final zoning entitlements for the additional 6 units from the density pool Closing dates and final approvals established for transfer of ownership to the Pinellas County Land Trust Project Justification The proposed project meets the goals outlined in RFP/Q 53-20 derived from the Principles, Goals and Objectives of the 2018 Clearwater Downtown Redevelopment Plan to support redevelopment projects that are pedestrian friendly, incorporate quality urban design and provide a variety of land uses in downtown, including: Policy 12: The City shall make use of Community Development Block Grant, HOME Investment Partnership Program, State Housing Initiatives Partnership program, and other federal, state, and county funds for Downtown infrastructure and increasing affordable housing options. Policy 18: The design of all projects in Downtown shall incorporate pedestrian-scale elements that create and maintain an inviting pedestrian environment. Objective 1F: Allow for a variety of residential densities and housing types to provide for a range of affordability and mix of incomes consistent with the Character Districts. Objective 1G: Continue to utilize a variety of incentives to encourage the construction of new residential uses to location Downtown. Objective 2M: Create parking as infrastructure through a park once strategy that utilizes consolidated parking to serve all of Downtown and reduces the requirement for use-by-use on-site parking. This is a catalyst project for this area that would provide new residents to downtown and parking to support nearby businesses on Cleveland Street. There are three aspects to this proposal that provide long term housing affordability. First, the CRA will sell the land to the Pinellas County Land Trust who will own the underlying land in perpetuity. The land trust will then provide a 99-year lease to the Clearwater Housing Authority. Second, the rental rates are set by the AMI established by Pinellas County and cannot increase more than 1.02% per year. Typically, market rate rental amounts increase more than 1% per year. Third, all revenues generated by the Clearwater Housing Authority must be used aligned with their mission to provide affordable and workforce housing. This project will be a long-term source of revenue for affordable housing in Clearwater. APPROPRIATION CODE AND AMOUNT: Funds are available in CRA Project Code 3887552 - R2009 Housing - City. Page 3 City of Clearwater Printed on 3/7/2022 1" / 12"1" / 12"EL. 3' - 6"EL. 3' - 0"GOULD STREETSOUTH MARTIN LUTHER KING J.R. AVENUESOUTH WASHINGTON AVENUEEL. 8' - 5 3/4"EL. 3' - 0"POOL27'198'23'22'52'29'18'24'18'64'18'26'29'AMENITIESAMENITIESMAILLOBBYBICYCLESTORAGETRASHLOADINGMECH.ELEC.EDGE OF GARAGE ABOVERIDE SHARE WAITINGSURFACE PARKINGCOVERED GARAGE PARKINGEL. 7' - 0"EL. 10' - 0"EL. 10' - 0"EL. 12' - 0"EL. 7' - 0"EL. 3' - 0"EL. 7' - 0"EL. 6' - 0"EL. 12' - 0"188'PROPERTY BUFFER8'SPLASHPAD2'PROPERTY LINEMIN. SETBACK8'MAX. SETBACK15'BUILDING FACADE RANGE 8'-15'65'47'52'34'80'213'COVERED REC AREACOVERED REC AREAENTRYCOURTYARDCOURTYARD14'19'16'1" / 12"PARKING GARAGECIRCULATIONLOBBYAMENITIES1 BEDROOM2 BEDROOMBACK OF HOUSEWASHINGTON AVENUE APARTMENTSSITE LAYOUT306 S WASHINGTON AVE. , CLEARWATER, FLORIDA1/32" = 1'-0"GROUND LEVEL11/32" = 1'-0"UPPER LEVEL2UNIT COUNT1 BEDROOMS = 572 BEDROOMS = 114TOTAL = 171PARKING COUNTGARAGE = 197SURFACE = 78TOTAL = 275N GOULD STREETSOUTH MARTIN LUTHER KING J.R. AVENUESOUTH WASHINGTON AVENUECIRCULATIONLOBBYAMENITIES1 BEDROOM2 BEDROOMBACK OF HOUSEWASHINGTON AVENUE APARTMENTSAXONS306 S WASHINGTON AVE. , CLEARWATER, FLORIDA 5' - 0" EL. 12' - 0" EL. 9' - 0" EL. 0' - 0" EL. 6' - 0" EL. 3' - 0" EL. 14' 10' 17' 14'6' - 0" EL. BEYOND WASHINGTON AVENUE APARTMENTSSITE ELEVATIONS306 S WASHINGTON AVE. , CLEARWATER, FLORIDA1/16" = 1'-0"GOULD STREET ELEVATION11/16" = 1'-0"MARTIN LUTHER KING STREET ELEVATION2 WASHINGTON AVENUE APARTMENTSPERSPECTIVE306 S WASHINGTON AVE. , CLEARWATER, FLORIDA RFP/Q #53-20, So. Washington Ave Site Exhibit A(1) – Photos of subject area 1 RFP/Q #53-20, So. Washington Ave Site Exhibit A(1) – Photos of subject area 2 Procurement Division 100 S Myrtle Ave Clearwater FL 33756-5520 PO Box 4748, 33758-4748 727-562-4633 Tel v 11.2018 REQUEST FOR PROPOSALS and QUALIFICATIONS #53-20 Development of the South Washington Ave Site August 17, 2020 NOTICE IS HEREBY GIVEN that sealed proposals and qualifications will be received by the City of Clearwater (City) until 10:00 AM, Local Time, September 15, 2020 for the Development of the South Washington Avenue Site. Brief Description: The purpose of this Request for Proposals and Qualifications (RFP/Q) is to select a qualified Development Team (Developer) with proven experience, financial resources, and professional expertise to develop a prime 3.48+/- acre site located on South Washington Avenue in Downtown Clearwater’s Prospect Lake Character District. The Community Redevelopment Agency (CRA) of the City of Clearwater, Florida invites qualified applicants to submit proposals and qualifications for an apartment or mixed-use urban infill development with a predominant residential component for the Site. Proposals must be in accordance with the provisions, specifications and instructions set forth herein and will be received by the Procurement Division until the above noted time, when they will be publicly acknowledged and accepted. Proposal packets, any attachments and addenda are available for download at: https://www.myclearwater.com/business/rfp Please read the entire solicitation package and submit the bid in accordance with the instructions. This document (less this invitation and the instructions) and any required response documents, attachments, and submissions will constitute the bid. General, Process, or Technical Questions concerning this solicitation should be directed, IN WRITING, to the Procurement contact below: This Request for Proposals is issued by: Lori Vogel, CPPB Procurement Manager Lori.vogel@myclearwater.com INSTRUCTIONS Development of S Washington Ave Site 2 RFP/Q #53-20 i.1 VENDOR QUESTIONS: All questions regarding the contents of this solicitation, and solicitation process (including requests for ADA accommodations), shall be directed solely to the contact listed on Page 1. Questions should be submitted in writing via letter, fax or email. Questions received less than ten (10) calendar days prior to the due date and time may be answered at the discretion of the City. i.2 ADDENDA/CLARIFICATIONS: Any changes to the specifications will be in the form of an addendum. Addenda are posted on the City website no less than seven (7) days prior to the Due Date. Vendors are cautioned to check the Purchasing Website for addenda and clarifications prior to submitting their proposal. The City cannot be held responsible if a vendor fails to receive any addenda issued. The City shall not be responsible for any oral changes to these specifications made by any employees or officer of the City. Failure to acknowledge receipt of an addendum may result in disqualification of a proposal. i.3 VENDOR CONFERENCE / SITE VISIT: Yes No Mandatory Attendance: Yes No If so designated above, attendance is mandatory as a condition of submitting a proposal. The conference/site visit provides interested parties an opportunity to discuss the City's needs, inspect the site and ask questions. During any site visit you must fully acquaint yourself with the conditions as they exist and the character of the operations to be conducted under the resulting contract. i.4 DUE DATE & TIME FOR SUBMISSION AND OPENING: Date: September 15, 2020 Time: 10:00 AM (Local Time) The City will open all proposals properly and timely submitted and will record the names and other information specified by law and rule. All proposals become the property of the City and will not be returned except in the case of a late submission. Respondent names, as read at the bid opening, will be posted on the City website. Once a notice of intent to award is posted or 30 days from day of opening elapses, whichever occurs earlier, proposals are available for inspection by contacting the Procurement Division. i.5 PROPOSAL FIRM TIME: 120 Days from Opening Proposal shall remain firm and unaltered after opening for the number of days shown above. The City may accept the proposal, subject to successful contract negotiations, at any time during this time. i.6 PROPOSAL SECURITY: Yes $ 0.00 No If so designated above, a proposal security in the amount specified must be submitted with the proposal. The security may be submitted in any one of the following forms: an executed surety bond issued by a firm licensed and registered to transact such business with the State of Florida; cash; certified check, or cashier's check payable to the City of Clearwater (personal or company checks are not acceptable); certificate of deposit or any other form of deposit issued by a financial institution and acceptable to the City. Such proposal security shall be forfeited to the City of Clearwater should the proposer selected fail to execute a contract when requested. PERFORMANCE SECURITY: Yes $ 0.00 No If required herein, the Contractor, simultaneously with the execution of the Contract, will be required to furnish a performance security. The security may be submitted in one-year increments and in any one of the following forms: an executed surety bond issued by a firm licensed and registered to transact such business with the State of Florida; cash; certified check, cashier's check or money order payable to the City of Clearwater (personal and company checks are not acceptable); certificate of deposit or any other form of deposit issued by a financial institution and acceptable to the City. If the Contractor fails or refuses to fully comply with the terms and conditions of the contract, the City shall have the right to use all or such part of said security as may be necessary to reimburse the City for loss sustained by reason of such breach. The balance of said security, if INSTRUCTIONS Development of S Washington Ave Site 3 RFP/Q #53-20 any, will be returned to Contractor upon the expiration or termination of the contract. i.7 PROPOSAL SUBMITTAL: It is recommended that proposals are submitted electronically through our bids website at https://www.myclearwater.com/business/rfp. Companies may mail or hand-deliver proposals to the address below. Use label at the end of this solicitation package. E-mail or fax submissions will not be accepted. City of Clearwater Attn: Procurement Division 100 S Myrtle Ave, 3rd Fl, Clearwater FL 33756-5520 or PO Box 4748, Clearwater FL 33758-4748 No responsibility will attach to the City of Clearwater, its employees or agents for premature opening of a proposal that is not properly addressed and identified. i.8 LATE PROPOSALS. The proposer assumes responsibility for having the proposal delivered on time at the place specified. All proposals received after the date and time specified shall not be considered and will be returned unopened to the proposer. The proposer assumes the risk of any delay in the mail or in handling of the mail by employees of the City of Clearwater, or any private courier, regardless whether sent by mail or by means of personal delivery. It shall not be sufficient to show that you mailed or commenced delivery before the due date and time. All times are Clearwater, Florida local times. The proposer agrees to accept the time stamp in the City’s Procurement Office as the official time. i.9 LOBBYING. The integrity of the procurement process is critical. Communication regarding this solicitation for purpose of influencing the process or the award, between any person or affiliates seeking an award from this solicitation and the City is strongly discouraged. This does not prohibit public comment at any City Council meeting, study session or Council committee meeting. This shall not apply to vendor-initiated communication with the contact(s) identified in the solicitation or City-initiated communications for the purposes of conducting the procurement including but not limited to pre-bid conferences, clarification of responses, presentations if provided in the solicitation, requests for Best and Final Proposals, contract negotiations, protest/appeal resolution, or surveying non-responsive vendors. i.10 COMMENCEMENT OF WORK. If proposer begins any billable work prior to the City’s final approval and execution of the contract, proposer does so at its own risk. i.11 RESPONSIBILITY TO READ AND UNDERSTAND. Failure to read, examine and understand the solicitation will not excuse any failure to comply with the requirements of the solicitation or any resulting contract, nor shall such failure be a basis for claiming additional compensation. If a vendor suspects an error, omission or discrepancy in this solicitation, the vendor must immediately and in any case not later than (seven (7) business days in advance of the due date notify the contact on page one (1). The City is not responsible for and will not pay any costs associated with the preparation and submission of the proposal. Proposers are cautioned to verify their proposals before submission, as amendments to or withdrawal of proposals submitted after time specified for opening of proposals may not be considered. The City will not be responsible for any proposer errors or omissions. i.12 FORM AND CONTENT OF PROPOSALS. Unless otherwise instructed or allowed, proposals shall be submitted on the forms provided. An original and the designated number of copies of each proposal are required. Proposals, including modifications, must be submitted in ink, typed, or printed form and signed by an authorized representative. Please line through and initial rather than erase changes. If the proposal is not properly signed or if any changes are not initialed, it may be considered non-responsive. In the event of a disparity between the unit price and the extended INSTRUCTIONS Development of S Washington Ave Site 4 RFP/Q #53-20 price, the unit price shall prevail unless obviously in error, as determined by the City. The City may require that an electronic copy of the proposal be submitted. The proposal must provide all information requested and must address all points. The City does not encourage exceptions. The City is not required to grant exceptions and depending on the exception, the City may reject the proposal. i.13 SPECIFICATIONS. Technical specifications define the minimum acceptable standard. When the specification calls for “Brand Name or Equal,” the brand name product is acceptable. Other products will be considered upon showing the other product meets stated specifications and is equivalent to the brand product in terms of quality, performance and desired characteristics. Minor differences that do not affect the suitability of the supply or service for the City’s needs may be accepted. Burden of proof that the product meets the minimum standards or is equal to the brand name product is on the proposer. The City reserves the right to reject proposals that the City deems unacceptable. i.14 MODIFICATION / WITHDRAWAL OF PROPOSAL. Written requests to modify or withdraw the proposal received by the City prior to the scheduled opening time will be accepted and will be corrected after opening. No oral requests will be allowed. Requests must be addressed and labeled in the same manner as the proposal and marked as a MODIFICATION or WITHDRAWAL of the proposal. Requests for withdrawal after the bid opening will only be granted upon proof of undue hardship and may result in the forfeiture of any proposal security. Any withdrawal after the bid opening shall be allowed solely at the City’s discretion. i.15 DEBARMENT DISCLOSURE. If the vendor submitting a proposal has been debarred, suspended, or otherwise lawfully precluded from participating in any public procurement activity, including being disapproved as a subcontractor with any federal, state, or local government, or if any such preclusion from participation from any public procurement activity is currently pending, the proposer shall include a letter with its proposal identifying the name and address of the governmental unit, the effective date of this suspension or debarment, the duration of the suspension or debarment, and the relevant circumstances relating to the suspension or debarment. If suspension or debarment is currently pending, a detailed description of all relevant circumstances including the details enumerated above must be provided. A proposal from a proposer who is currently debarred, suspended or otherwise lawfully prohibited from any public procurement activity may be rejected. i.16 RESERVATIONS. The City reserves the right to reject any or all proposals or any part thereof; to rebid the solicitation; to reject non-responsive or non-responsible proposals; to reject unbalanced proposals; to reject proposals where the terms, prices, and/or awards are conditioned upon another event; to reject individual proposals for failure to meet any requirement; to award by item, part or portion of an item, group of items, or total; to make multiple awards; to waive minor irregularities, defects, omissions, technicalities or form errors in any proposal. The City may seek clarification of the proposal from proposer at any time, and failure to respond is cause for rejection. Submission of a proposal confers on proposer no right to an award or to a subsequent contract. The City is responsible to make an award that is in the best interest of the City. All decisions on compliance, evaluation, terms and conditions shall be made solely at the City’s discretion and made to favor the City. No binding contract will exist between the proposer and the City until the City executes a written contract or purchase order. i.17 OFFICIAL SOLICITATION DOCUMENT. Changes to the solicitation document made by a proposer may not be acknowledged or accepted by the City. Award or execution of a contract does not constitute acceptance of a changed term, condition or specification unless specifically acknowledged and agreed to by the City. The copy maintained and published by the City shall be the official solicitation document. i.18 COPYING OF PROPOSALS. Proposer hereby grants the City permission to copy all parts of its proposal, including without limitation any documents and/or materials copyrighted by the proposer. The City’s right to copy shall be for internal use in evaluating the proposal. i.19 CONTRACTOR ETHICS. It is the intention of the City to promote courtesy, fairness, impartiality, integrity, service, professionalism, economy, and government by law in the Procurement process. INSTRUCTIONS Development of S Washington Ave Site 5 RFP/Q #53-20 The responsibility for implementing this policy rests with each individual who participates in the Procurement process, including Respondents and Contractors. To achieve this purpose, it is essential that Respondents and Contractors doing business with the City also observe the ethical standards prescribed herein. It shall be a breach of ethical standards to: a. Exert any effort to influence any City employee or agent to breach the standards of ethical conduct. b. Intentionally invoice any amount greater than provided in Contract or to invoice for Materials or Services not provided. c. Intentionally offer or provide sub-standard Materials or Services or to intentionally not comply with any term, condition, specification or other requirement of a City Contract. i.20 GIFTS. The City will accept no gifts, gratuities or advertising products from proposers or prospective proposers and affiliates. The City may request product samples from vendors for product evaluation. i.21 PROTESTS AND APPEALS. If a Respondent believes there is a mistake, impropriety, or defect in the solicitation, believes the City improperly rejected its proposal, and/or believes the selected proposal is not in the City’s best interests, the Respondent may submit a written protest. All protests and appeals are governed by the City of Clearwater Purchasing Policy and Procedures Section 18 (“Purchasing Policy”). If there exists any discrepancy in this Section i.21 and the Purchasing Policy, the language of the Purchasing Policy controls. Protests based upon alleged mistake, impropriety, or defect in a solicitation that is apparent before the bid opening must be filed with the Procurement Manager no later than five (5) business days before Bid Opening. Protests that only become apparent after the Bid Opening must be filed within the earlier of ten (10) business days of the alleged violation of the applicable purchasing ordinance. The complete protest procedure can be obtained by contacting the Procurement Division. ADDRESS PROTESTS TO: City of Clearwater - Procurement Division 100 So Myrtle Ave, 3rd Fl Clearwater FL 33756-5520 or PO Box 4748 Clearwater FL 33758-4748 INSTRUCTIONS – EVALUATION Development of S Washington Ave Site 6 RFP/Q #53-20 i.22 EVALUATION PROCESS. Proposals will be reviewed by a screening committee comprised of City employees. The City staff may or may not initiate discussions with proposers for clarification purposes. Clarification is not an opportunity to change the proposal. Proposers shall not initiate discussions with any City employee or official. i.23 CRITERIA FOR EVALUATION AND AWARD. The City evaluates three (3) categories of information: responsiveness, responsibility, the technical proposal/price. All proposals must meet the following responsiveness and responsibility criteria. a) Responsiveness. The City will determine whether the proposal complies with the instructions for submitting proposals including completeness of proposal which encompasses the inclusion of all required attachments and submissions. The City must reject any proposals that are submitted late. Failure to meet other requirements may result in rejection. b) Responsibility. The City will determine whether the proposer is one with whom it can or should do business. Factors that the City may evaluate to determine "responsibility" include, but are not limited to: excessively high or low priced proposals, past performance, references (including those found outside the proposal), compliance with applicable laws, proposer's record of performance and integrity- e.g. has the proposer been delinquent or unfaithful to any contract with the City, whether the proposer is qualified legally to contract with the City, financial stability and the perceived ability to perform completely as specified. A proposer must at all times have financial resources sufficient, in the opinion of the City, to ensure performance of the contract and must provide proof upon request. City staff may also use Dun & Bradstreet and/or any generally available industry information. The City reserves the right to inspect and review proposer’s facilities, equipment and personnel and those of any identified subcontractors. The City will determine whether any failure to supply information, or the quality of the information, will result in rejection. c) Technical Proposal. The City will determine how well proposals meet its requirements in terms of the response to the specifications and how well the offer addresses the needs of the project. The City will rank offers using a point ranking system (unless otherwise specified) as an aid in conducting the evaluation. d) If less than three (3) responsive proposals are received, at the City’s sole discretion, the proposals may be evaluated using simple comparative analysis instead of any announced method of evaluation, subject to meeting administrative and responsibility requirements. For this RFP/Q, the criteria that will be evaluated and their relative weights are: Evaluation Criteria (Proposal Format, page 22-23) Points Developer Experience and Qualifications (Tab 2) 30 Legal and Financial Feasibility - Developer and Project (Tab 3) 30 Ability of Project to Meet Redevelopment Objectives (Tab 4) 30 Proposed Timeline for Construction (Tab 5) 10 i.24 SHORT-LISTING. The City at its sole discretion may create a short-list of the highest scored proposals based on evaluation against the evaluation criteria. Short-listed proposers may be invited to give presentations and/or interviews. Upon conclusion of any presentations/interviews, the City will finalize the ranking of shortlisted firms. i.25 PRESENTATIONS/INTERVIEWS. Presentations and/or interviews may be requested at the City’s discretion. The proposer must provide a formal presentation/interview virtual upon request. i.26 BEST & FINAL OFFERS. The City may request best & final offers if deemed necessary, and will determine the scope and subject of any best & final request. However, the proposer should not INSTRUCTIONS – EVALUATION Development of S Washington Ave Site 7 RFP/Q #53-20 expect that the City will ask for best & finals and should submit their best offer based on the terms and conditions set forth in this solicitation. i.27 COST JUSTIFICATION. In the event only one response is received, the City may require that the proposer submit a cost proposal in sufficient detail for the City to perform a cost/price analysis to determine if the proposal price is fair and reasonable. i.28 CONTRACT NEGOTIATIONS AND ACCEPTANCE. Proposer must be prepared for the City to accept the proposal as submitted. If proposer fails to sign all documents necessary to successfully execute the final contract within a reasonable time as specified, or negotiations do not result in an acceptable agreement, the City may reject proposal or revoke the award, and may begin negotiations with another proposer. Final contract terms must be approved or signed by the appropriately authorized City official(s). No binding contract will exist between the proposer and the City until the City executes a written contract or purchase order. i.29 NOTICE OF INTENT TO AWARD. Notices of the City’s intent to award a Contract are posted to Purchasing’s website. It is the proposer’s responsibility to check the City of Clearwater’s website at https://www.myclearwater.com/business/rfp to view relevant RFP information and notices. i.30 RFP/Q TIMELINE. Dates are tentative and subject to change. Release RFP/Q: August 17, 2020 Advertise Tampa Bay Times: August 19, 2020 Responses due: September 15, 2020 Review proposals: September 15-17, 2020 Presentations (if requested): September 18, 2020 Award recommendation: September, 2020 CRA Trustees approval: October 12, 2020 Contract begins: Based on CRA Trustee Authorization TERMS AND CONDITIONS Development of S Washington Ave Site 8 RFP/Q #53-20 S.1 DEFINITIONS. Uses of the following terms are interchangeable as referenced: “vendor, contractor, supplier, proposer, company, parties, persons”, “purchase order, PO, contract, agreement”, “city, Clearwater, agency, requestor, parties”, “bid, proposal, response, quote”. S.2 INDEPENDENT CONTRACTOR. It is expressly understood that the relationship of Contractor to the City will be that of an independent contractor. Contractor and all persons employed by Contractor, either directly or indirectly, are Contractor’s employees, not City employees. Accordingly, Contractor and Contractor’s employees are not entitled to any benefits provided to City employees including, but not limited to, health benefits, enrollment in a retirement system, paid time off or other rights afforded City employees. Contractor employees will not be regarded as City employees or agents for any purpose, including the payment of unemployment or workers’ compensation. If any Contractor employees or subcontractors assert a claim for wages or other employment benefits against the City, Contractor will defend, indemnify and hold harmless the City from all such claims. S.3 SUBCONTRACTING. Contractor may not subcontract work under this Agreement without the express written permission of the City. If Contractor has received authorization to subcontract work, it is agreed that all subcontractors performing work under the Agreement must comply with its provisions. Further, all agreements between Contractor and its subcontractors must provide that the terms and conditions of this Agreement be incorporated therein. S.4 ASSIGNMENT. This Agreement may not be assigned either in whole or in part without first receiving the City’s written consent. Any attempted assignment, either in whole or in part, without such consent will be null and void and in such event the City will have the right at its option to terminate the Agreement. No granting of consent to any assignment will relieve Contractor from any of its obligations and liabilities under the Agreement. S.5 SUCCESSORS AND ASSIGNS, BINDING EFFECT. This Agreement will be binding upon and inure to the benefit of the parties and their respective permitted successors and assigns. S.6 NO THIRD PARTY BENEFICIARIES. This Agreement is intended for the exclusive benefit of the parties. Nothing set forth in this Agreement is intended to create, or will create, any benefits, rights, or responsibilities in any third parties. S.7 NON- EXCLUSIVITY. The City, in its sole discretion, reserves the right to request the materials or services set forth herein from other sources when deemed necessary and appropriate. No exclusive rights are encompassed through this Agreement. S.8 AMENDMENTS. There will be no oral changes to this Agreement. This Agreement can only be modified in a writing signed by both parties. No charge for extra work or material will be allowed unless approved in writing, in advance, by the City and Contractor. S.9 TIME OF THE ESSENCE. Time is of the essence to the performance of the parties’ obligations under this Agreement. S.10 COMPLIANCE WITH APPLICABLE LAWS. a. General. Contractor must procure all permits and licenses, and pay all charges and fees necessary and incidental to the lawful conduct of business. Contractor must stay fully informed of existing and future federal, state, and local laws, ordinances, and regulations that in any manner affect the fulfillment of this Agreement and must comply with the same at its own expense. Contractor bears full responsibility for training, safety, and providing necessary equipment for all Contractor personnel to achieve throughout the term of the Agreement. Upon request, Contractor will demonstrate to the City's satisfaction any programs, procedures, and other activities used to ensure compliance. b. Drug-Free Workplace. Contractor is hereby advised that the City has adopted a policy establishing a drug-free workplace for itself and those doing business with the City to ensure the safety and health of all persons working on City contracts and projects. Contractor will require a drug-free workplace for all Contractor personnel working under this Agreement. Specifically, all Contractor personnel who are working under this Agreement must be notified TERMS AND CONDITIONS Development of S Washington Ave Site 9 RFP/Q #53-20 in writing by Contractor that they are prohibited from the manufacture, distribution, dispensation, possession, or unlawful use of a controlled substance in the workplace. Contractor agrees to prohibit the use of intoxicating substances by all Contractor personnel, and will ensure that Contractor personnel do not use or possess illegal drugs while in the course of performing their duties. c. Federal and State Immigration Laws. Contractor agrees to comply with the Immigration Reform and Control Act of 1986 (IRCA) in performance under this Agreement and to permit the City and its agents to inspect applicable personnel records to verify such compliance as permitted by law. Contractor will ensure and keep appropriate records to demonstrate that all Contractor personnel have a legal right to live and work in the United States. (i) As applicable to Contractor, under this provision, Contractor hereby warrants to the City that Contractor and each of its subcontractors will comply with, and are contractually obligated to comply with, all federal immigration laws and regulations that relate to their employees (hereinafter “Contractor Immigration Warranty”). (ii) A breach of the Contractor Immigration Warranty will constitute as a material breach of this Agreement and will subject Contractor to penalties up to and including termination of this Agreement at the sole discretion of the City. (iii) The City retains the legal right to inspect the papers of all Contractor personnel who provide services under this Agreement to ensure that Contractor or its subcontractors are complying with the Contractor Immigration Warranty. Contractor agrees to assist the City in regard to any such inspections. (iv) The City may, at its sole discretion, conduct random verification of the employment records of Contractor and any subcontractor to ensure compliance with the Contractor Immigration Warranty. Contractor agrees to assist the City in regard to any random verification performed. (v) Neither Contractor nor any subcontractor will be deemed to have materially breached the Contractor Immigration Warranty if Contractor or subcontractor establishes that it has complied with the employment verification provisions prescribed by Sections 274A and 274B of the Federal Immigration and Nationality Act. d. Nondiscrimination. Contractor represents and warrants that it does not discriminate against any employee or applicant for employment or person to whom it provides services because of race, color, religion, sex, national origin, or disability, and represents and warrants that it complies with all applicable federal, state, and local laws and executive orders regarding employment. Contractor and Contractor’s personnel will comply with applicable provisions of Title VII of the U.S. Civil Rights Act of 1964, as amended, Section 504 of the Federal Rehabilitation Act, the Americans with Disabilities Act (42 U.S.C. § 12101 et seq.), and applicable rules in performance under this Agreement. S.11 SALES/USE TAX, OTHER TAXES. a. Contractor is responsible for the payment of all taxes including federal, state, and local taxes related to or arising out of Contractor’s services under this Agreement, including by way of illustration but not limitation, federal and state income tax, Social Security tax, unemployment insurance taxes, and any other taxes or business license fees as required. If any taxing authority should deem Contractor or Contractor employees an employee of the City, or should otherwise claim the City is liable for the payment of taxes that are Contractor’s responsibility under this Agreement, Contractor will indemnify the City for any tax liability, interest, and penalties imposed upon the City. b. The City is exempt from paying state and local sales/use taxes and certain federal excise taxes and will furnish an exemption certificate upon request. TERMS AND CONDITIONS Development of S Washington Ave Site 10 RFP/Q #53-20 S.12 AMOUNTS DUE THE CITY. Contractor must be current and remain current in all obligations due to the City during the performance of services under the Agreement. Payments to Contractor may be offset by any delinquent amounts due the City or fees and charges owed to the City. S.13 OPENNESS OF PROCUREMENT PROCESS. Written competitive proposals, replies, oral presentations, meetings where vendors answer questions, other submissions, correspondence, and all records made thereof, as well as negotiations or meetings where negotiation strategies are discussed, conducted pursuant to this RFP/Q, shall be handled in compliance with Chapters 119 and 286, Florida Statutes. Proposals or replies received by the City pursuant to this RFP/Q are exempt from public disclosure until such time that the City provides notice of an intended decision or until 30 days after opening the proposals, whichever is earlier. If the City rejects all proposals or replies pursuant to this RFP/Q and provides notice of its intent to reissue the RFP/Q, then the rejected proposals or replies remain exempt from public disclosure until such time that the City provides notice of an intended decision concerning the reissued RFP/Q or until the City withdraws the reissued RFP/Q. A proposal or reply shall not be exempt from public disclosure longer than 12 months after the initial City notice rejecting all proposals or replies. Oral presentations, meetings where vendors answer questions, or meetings convened by City staff to discuss negotiation strategies, if any, shall be closed to the public (and other proposers) in compliance with Chapter 286 Florida Statutes. A complete recording shall be made of such closed meeting. The recording of, and any records presented at, the exempt meeting shall be available to the public when the City provides notice of an intended decision or until 30 days after opening proposals or final replies, whichever occurs first. If the City rejects all proposals or replies pursuant to this RFP/Q and provides notice of its intent to reissue the RFP/Q, then the recording and any records presented at the exempt meeting remain exempt from public disclosure until such time that the City provides notice of an intended decision concerning the reissued RFP/Q or until the City withdraws the reissued RFP/Q. A recording and any records presented at an exempt meeting shall not be exempt from public disclosure longer than 12 months after the initial City notice rejecting all proposals or replies. In addition to all other contract requirements as provided by law, the contractor executing this agreement agrees to comply with public records law. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR’S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, Rosemarie Call, phone: 727-562-4092 or Rosemarie.Call@myclearwater.com, 600 Cleveland Street, Suite 600, Clearwater, FL 33755. The contractor’s agreement to comply with public records law applies specifically to: a) Keep and maintain public records required by the City of Clearwater (hereinafter “public agency”) to perform the service being provided by the contractor hereunder. b) Upon request from the public agency’s custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided for in Chapter 119, Florida Statutes, as may be amended from time to time, or as otherwise provided by law. c) Ensure that the public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the public agency. TERMS AND CONDITIONS Development of S Washington Ave Site 11 RFP/Q #53-20 d) Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the contractor or keep and maintain public records required by the public agency to perform the service. If the contractor transfers all public records to the public agency upon completion of the contract, the contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency’s custodian of public records, in a format that is compatible with the information technology systems of the public agency. e) A request to inspect or copy public records relating to a public agency’s contract for services must be made directly to the public agency. If the public agency does not possess the requested records, the public agency shall immediately notify the contractor of the request and the contractor must provide the records to the public agency or allow the records to be inspected or copied within a reasonable time. f) The contractor hereby acknowledges and agrees that if the contractor does not comply with the public agency’s request for records, the public agency shall enforce the contract provisions in accordance with the contract. g) A contractor who fails to provide the public records to the public agency within a reasonable time may be subject to penalties under Section 119.10, Florida Statutes. h) If a civil action is filed against a contractor to compel production of public records relating to a public agency’s contract for services, the court shall assess and award against the contractor the reasonable costs of enforcement, including reasonable attorney fees, if: 1. The court determines that the contractor unlawfully refused to comply with the public records request within a reasonable time; and 2. At least eight (8) business days before filing the action, the plaintiff provided written notice of the public records request, including a statement that the contractor has not complied with the request, to the public agency and to the contractor. i) A notice complies with subparagraph (h)2. if it is sent to the public agency’s custodian of public records and to the contractor at the contractor’s address listed on its contract with the public agency or to the contractor’s registered agent. Such notices must be sent by common carrier delivery service or by registered, Global Express Guaranteed, or certified mail, with postage or shipping paid by the sender and with evidence of delivery, which may be in an electronic format. A contractor who complies with a public records request within 8 business days after the notice is sent is not liable for the reasonable costs of enforcement. S.14 AUDITS AND RECORDS. Contractor must preserve the records related to this Agreement for five (5) years after completion of the Agreement. The City or its authorized agent reserves the right to inspect any records related to the performance of work specified herein. In addition, the City may inspect any and all payroll, billing or other relevant records kept by Contractor in relation to the Agreement. Contractor will permit such inspections and audits during normal business hours and upon reasonable notice by the City. The audit of records may occur at Contractor’s place of business or at City offices, as determined by the City. S.15 BACKGROUND CHECK. The City may conduct criminal, driver history, and all other requested background checks of Contractor personnel who would perform services under the Agreement or who will have access to the City’s information, data, or facilities in accordance with the City’s current TERMS AND CONDITIONS Development of S Washington Ave Site 12 RFP/Q #53-20 background check policies. Any officer, employee, or agent that fails the background check must be replaced immediately for any reasonable cause not prohibited by law. S.16 SECURITY CLEARANCE AND REMOVAL OF CONTRACTOR PERSONNEL. The City will have final authority, based on security reasons: (i) to determine when security clearance of Contractor personnel is required; (ii) to determine the nature of the security clearance, up to and including fingerprinting Contractor personnel; and (iii) to determine whether or not any individual or entity may provide services under this Agreement. If the City objects to any Contractor personnel for any reasonable cause not prohibited by law, then Contractor will, upon notice from the City, remove any such individual from performance of services under this Agreement. S.17 DEFAULT. a. A party will be in default if that party: (i) Is or becomes insolvent or is a party to any voluntary bankruptcy or receivership proceeding, makes an assignment for a creditor, or there is any similar action that affects Contractor’s capability to perform under the Agreement; (ii) Is the subject of a petition for involuntary bankruptcy not removed within sixty (60) calendar days; (iii) Conducts business in an unethical manner or in an illegal manner; or (iv) Fails to carry out any term, promise, or condition of the Agreement. b. Contractor will be in default of this Agreement if Contractor is debarred from participating in City procurements and solicitations in accordance with Section 27 of the City’s Purchasing and Procedures Manual. c. Notice and Opportunity to Cure. In the event a party is in default then the other party may, at its option and at any time, provide written notice to the defaulting party of the default. The defaulting party will have thirty (30) days from receipt of the notice to cure the default; the thirty (30) day cure period may be extended by mutual agreement of the parties, but no cure period may exceed ninety (90) days. A default notice will be deemed to be sufficient if it is reasonably calculated to provide notice of the nature and extent of such default. Failure of the non-defaulting party to provide notice of the default does not waive any rights under the Agreement. d. Anticipatory Repudiation. Whenever the City in good faith has reason to question Contractor’s intent or ability to perform, the City may demand that Contractor give a written assurance of its intent and ability to perform. In the event that the demand is made and no written assurance is given within five (5) calendar days, the City may treat this failure as an anticipatory repudiation of the Agreement. S.18 REMEDIES. The remedies set forth in this Agreement are not exclusive. Election of one remedy will not preclude the use of other remedies. In the event of default: a. The non-defaulting party may terminate the Agreement, and the termination will be effective immediately or at such other date as specified by the terminating party. b. The City may purchase the services required under the Agreement from the open market, complete required work itself, or have it completed at the expense of Contractor. If the cost of obtaining substitute services exceeds the contract price, the City may recover the excess cost by: (i) requiring immediate reimbursement to the City; (ii) deduction from an unpaid balance due to Contractor; (iii) collection against the proposal and/or performance security, if any; (iv) collection against liquidated damages (if applicable); or (v) a combination of the aforementioned remedies or other remedies as provided by law. Costs includes any and all, fees, and expenses incurred in obtaining substitute services and expended in obtaining reimbursement, including, but not limited to, administrative expenses, attorneys’ fees, and costs. TERMS AND CONDITIONS Development of S Washington Ave Site 13 RFP/Q #53-20 c. The non-defaulting party will have all other rights granted under this Agreement and all rights at law or in equity that may be available to it. d. Neither party will be liable for incidental, special, or consequential damages. S.19 CONTINUATION DURING DISPUTES. Contractor agrees that during any dispute between the parties, Contractor will continue to perform its obligations until the dispute is settled, instructed to cease performance by the City, enjoined or prohibited by judicial action, or otherwise required or obligated to cease performance by other provisions in this Agreement. S.20 TERMINATION FOR CONVENIENCE. The City reserves the right to terminate this Agreement in part or in whole upon thirty (30) calendar days’ written notice. S.21 CONFLICT OF INTEREST F.S. Section 112. Pursuant to F.S. Section 112, the City may cancel this Agreement after its execution, without penalty or further obligation, if any person significantly involved in initiating, securing, drafting, or creating the Agreement for the City becomes an employee or agent of Contractor. S.22 TERMINATION FOR NON-APPROPRIATION AND MODIFICATION FOR BUDGETARY CONSTRAINT. The City is a governmental agency which relies upon the appropriation of funds by its governing body to satisfy its obligations. If the City reasonably determines that it does not have funds to meet its obligations under this Agreement, the City will have the right to terminate the Agreement without penalty on the last day of the fiscal period for which funds were legally available. In the event of such termination, the City agrees to provide written notice of its intent to terminate thirty (30) calendar days prior to the stated termination date. S.23 PAYMENT TO CONTRACTOR UPON TERMINATION. Upon termination of this Agreement, Contractor will be entitled only to payment for those services performed up to the date of termination, and any authorized expenses already incurred up to such date of termination. The City will make final payment within thirty (30) calendar days after the City has both completed its appraisal of the materials and services provided and received Contractor’s properly prepared final invoice. S.24 NON-WAIVER OF RIGHTS. There will be no waiver of any provision of this agreement unless approved in writing and signed by the waiving party. Failure or delay to exercise any rights or remedies provided herein or by law or in equity, or the acceptance of, or payment for, any services hereunder, will not release the other party of any of the warranties or other obligations of the Agreement and will not be deemed a waiver of any such rights or remedies. S.25 INDEMNIFICATION/LIABILITY. a. To the fullest extent permitted by law, Contractor agrees to defend, indemnify, and hold the City, its officers, agents, and employees, harmless from and against any and all liabilities, demands, claims, suits, losses, damages, causes of action, fines or judgments, including costs, attorneys’, witnesses’, and expert witnesses’ fees, and expenses incident thereto, relating to, arising out of, or resulting from: (i) the services provided by Contractor personnel under this Agreement; (ii) any negligent acts, errors, mistakes or omissions by Contractor or Contractor personnel; and (iii) Contractor or Contractor personnel’s failure to comply with or fulfill the obligations established by this Agreement. b. Contractor will update the City during the course of the litigation to timely notify the City of any issues that may involve the independent negligence of the City that is not covered by this indemnification. c. The City assumes no liability for actions of Contractor and will not indemnify or hold Contractor or any third party harmless for claims based on this Agreement or use of Contractor-provided supplies or services. S.26 WARRANTY. Contractor warrants that the services and materials will conform to the requirements of the Agreement. Additionally, Contractor warrants that all services will be performed in a good, workman-like and professional manner. The City’s acceptance of service or materials provided by Contractor will not relieve Contractor from its obligations under this warranty. If any materials or TERMS AND CONDITIONS Development of S Washington Ave Site 14 RFP/Q #53-20 services are of a substandard or unsatisfactory manner as determined by the City, Contractor, at no additional charge to the City, will provide materials or redo such services until in accordance with this Agreement and to the City’s reasonable satisfaction. Unless otherwise agreed, Contractor warrants that materials will be new, unused, of most current manufacture and not discontinued, will be free of defects in materials and workmanship, will be provided in accordance with manufacturer's standard warranty for at least one (1) year unless otherwise specified, and will perform in accordance with manufacturer's published specifications. S.27 THE CITY’S RIGHT TO RECOVER AGAINST THIRD PARTIES. Contractor will do nothing to prejudice the City’s right to recover against third parties for any loss, destruction, or damage to City property, and will at the City’s request and expense, furnish to the City reasonable assistance and cooperation, including assistance in the prosecution or defense of suit and the execution of instruments of assignment in favor of the City in obtaining recovery. S.28 NO GUARANTEE OF WORK. Contractor acknowledges and agrees that it is not entitled to deliver any specific amount of materials or services or any materials or services at all under this Agreement and acknowledges and agrees that the materials or services will be requested by the City on an as needed basis at the sole discretion of the City. Any document referencing quantities or performance frequencies represent the City's best estimate of current requirements, but will not bind the City to purchase, accept, or pay for materials or services which exceed its actual needs. S.29 OWNERSHIP. All deliverables, services, and information provided by Contractor or the City pursuant to this Agreement (whether electronically or manually generated) including without limitation, reports, test plans, and survey results, graphics, and technical tables, originally prepared in the performance of this Agreement, are the property of the City and will not be used or released by Contractor or any other person except with prior written permission by the City. S.30 USE OF NAME. Contractor will not use the name of the City of Clearwater in any advertising or publicity without obtaining the prior written consent of the City. S.31 PROHIBITED ACTS. Pursuant to Florida Constitution Article II Section 8, a current or former public officer or employee within the last two (2) years shall not represent another organization before the City on any matter for which the officer or employee was directly concerned and personally participated in during their service or employment or over which they had a substantial or material administrative discretion. S.32 FOB DESTINATION FREIGHT PREPAID AND ALLOWED. All deliveries will be FOB destination freight prepaid and allowed unless otherwise agreed. S.33 RISK OF LOSS. Contractor agrees to bear all risks of loss, injury, or destruction of goods or equipment incidental to providing these services and such loss, injury, or destruction will not release Contractor from any obligation hereunder. S.34 SAFEGUARDING CITY PROPERTY. Contractor will be responsible for any damage to City real property or damage or loss of City personal property when such property is the responsibility of or in the custody of Contractor or its employees. S.35 WARRANTY OF RIGHTS. Contractor warrants it has title to, or the right to allow the City to use, the materials and services being provided and that the City may use same without suit, trouble or hindrance from Contractor or third parties. S.36 PROPRIETARY RIGHTS INDEMNIFICATION. Without limiting the foregoing, Contractor will without limitation, at its expense defend the City against all claims asserted by any person that anything provided by Contractor infringes a patent, copyright, trade secret or other intellectual property right and must, without limitation, pay the costs, damages and attorneys' fees awarded against the City in any such action, or pay any settlement of such action or claim. Each party agrees to notify the other promptly of any matters to which this provision may apply and to cooperate with each other in connection with such defense or settlement. If a preliminary or final judgment is obtained against the City’s use or operation of the items provided by Contractor hereunder or any part thereof by reason of any alleged infringement, Contractor will, at its expense and without TERMS AND CONDITIONS Development of S Washington Ave Site 15 RFP/Q #53-20 limitation, either: (a) modify the item so that it becomes non-infringing; (b) procure for the City the right to continue to use the item; (c) substitute for the infringing item other item(s) having at least equivalent capability; or (d) refund to the City an amount equal to the price paid, less reasonable usage, from the time of installation acceptance through cessation of use, which amount will be calculated on a useful life not less than five (5) years, plus any additional costs the City may incur to acquire substitute supplies or services. S.37 CONTRACT ADMINISTRATION. The contract will be administered by the Procurement Division and/or an authorized representative from the using department. All questions regarding the contract will be referred to the Procurement Division for resolution. Supplements may be written to the contract for the addition or deletion of services. S.38 FORCE MAJEURE. Failure by either party to perform its duties and obligations will be excused by unforeseeable circumstances beyond its reasonable control, including acts of nature, acts of the public enemy, riots, fire, explosion, legislation, and governmental regulation. The party whose performance is so affected will within five (5) calendar days of the unforeseeable circumstance notify the other party of all pertinent facts and identify the force majeure event. The party whose performance is so affected must also take all reasonable steps, promptly and diligently, to prevent such causes if it is feasible to do so, or to minimize or eliminate the effect thereof. The delivery or performance date will be extended for a period equal to the time lost by reason of delay, plus such additional time as may be reasonably necessary to overcome the effect of the delay, provided however, under no circumstances will delays caused by a force majeure extend beyond one hundred-twenty (120) calendar days from the scheduled delivery or completion date of a task unless agreed upon by the parties. S.39 COOPERATIVE USE OF CONTRACT. The City has entered into various cooperative purchasing agreements with other Florida government agencies, including the Tampa Bay Area Purchasing Cooperative. Under a Cooperative Purchasing Agreement, any contract may be extended for use by other municipalities, school districts and government agencies with the approval of Contractor. Any such usage by other entities must be in accordance with the statutes, codes, ordinances, charter and/or procurement rules and regulations of the respective government agency. Orders placed by other agencies and payment thereof will be the sole responsibility of that agency. The City is not responsible for any disputes arising out of transactions made by others. S.40 FUEL CHARGES AND PRICE INCREASES. No fuel surcharges will be accepted. No price increases will be accepted without proper request by Contractor and response by the City’s Procurement Division. S.41 NOTICES. All notices to be given pursuant to this Agreement must be delivered to the parties at their respective addresses. Notices may be (i) personally delivered; (ii) sent via certified or registered mail, postage prepaid; (iii) sent via overnight courier; or (iv) sent via facsimile. If provided by personal delivery, receipt will be deemed effective upon delivery. If sent via certified or registered mail, receipt will be deemed effective three (3) calendar days after being deposited in the United States mail. If sent via overnight courier or facsimile, receipt will be deemed effective two (2) calendar days after the sending thereof. S.42 GOVERNING LAW, VENUE. This Agreement is governed by the laws of the State of Florida. The exclusive venue selected for any proceeding or suit in law or equity arising from or incident to this Agreement will be Pinellas County, Florida. S.43 INTEGRATION CLAUSE. This Agreement, including all attachments and exhibits hereto, supersede all prior oral or written agreements, if any, between the parties and constitutes the entire agreement between the parties with respect to the work to be performed. S.44 PROVISIONS REQUIRED BY LAW. Any provision required by law to be in this Agreement is a part of this Agreement as if fully stated in it. S.45 SEVERABILITY. If any provision of this Agreement is declared void or unenforceable, such provision will be severed from this Agreement, which will otherwise remain in full force and effect. The parties will negotiate diligently in good faith for such amendment(s) of this Agreement as may TERMS AND CONDITIONS Development of S Washington Ave Site 16 RFP/Q #53-20 be necessary to achieve the original intent of this Agreement, notwithstanding such invalidity or unenforceability. S.46 SURVIVING PROVISIONS. Notwithstanding any completion, termination, or other expiration of this Agreement, all provisions which, by the terms of reasonable interpretation thereof, set forth rights and obligations that extend beyond completion, termination, or other expiration of this Agreement, will survive and remain in full force and effect. Except as specifically provided in this Agreement, completion, termination, or other expiration of this Agreement will not release any party from any liability or obligation arising prior to the date of termination. DETAILED SPECIFICATIONS Development of S Washington Ave Site 17 RFP/Q #53-20 1. INTRODUCTION. The City of Clearwater (City) is located on the West Coast of Florida in the Tampa Bay region. It is the third largest city in the region with an estimated population of 116,585 residents. The City of Clearwater is also a major tourist destination – Clearwater Beach has been rated #1 U.S. Beach by TripAdvisor, “Florida’s Best Beach Town 2013” by USA Today, and was on the “Top Ten List of Best Beaches from Maine to Hawaii”. The City of Clearwater is home to the Philadelphia Phillies Spring Training and Clearwater Threshers Minor League Baseball, as well as hosting several sports tournaments through the year that attract visitors from across the country. Clearwater is home for Winter the Dolphin and the Clearwater Marine Aquarium. Winter’s story made it all the way to Hollywood in the motion pictures “Dolphin Tale” and “Dolphin Tale 2”, both filmed here in Clearwater. 2. PURPOSE. The purpose of this Request for Proposals/Qualifications (RFP/Q) is to select a qualified Development Team (Developer) to develop a prime 3.48+/- acre site located on the S. Washington Avenue Site in Downtown Clearwater’s Prospect Lake Character District. The Community Redevelopment Agency (CRA) of the City of Clearwater, Florida invites qualified applicants to submit proposals and qualifications for an apartment or mixed-use urban infill development with a predominant residential component for the Site. The CRA redevelopment strategy for Downtown Clearwater emphasizes the creation of a significant residential concentration in and around the Downtown Core to create the support for a day-into-evening retail, office, recreational, and entertainment environment. There is a desire to provide market rate and workforce rental units to meet the unmet housing demand for high tech office employees in the Downtown Core, employees in the medical field at Morton Plant Hospital and the hospitality industry on Clearwater Beach. The CRA envisions this parcel as a major opportunity to facilitate this strategy. 3. SITE BACKGROUND, LOCATION, and OWNERSHIP. Clearwater is situated on the west coast of Central Florida in the Tampa Bay area and is the county seat for Pinellas County Government. The Site is conveniently located near the City’s Downtown Core and minutes away from the world-renowned Clearwater Beach. Site pictures provided in Exhibit A – Photos. The City targeted this prime development site, a former Clearwater Salvage Yard, for redevelopment in October 2003. The Site was acquired through a property exchange between the City of Clearwater and Clearwater Mall LLC. The CRA acquired a loan and purchased one (1) adjacent property, 306 S Washington Avenue, to consolidate the block as a potential redevelopment site. The goal was to create momentum for residential development in the downtown. The City completed the environmental remediation of the site in 2009. Phase I and Phase II were conducted and completed in 2003 and 2004. Phase III was conducted in 2005 and contamination was found as a result from discharges that consisted of volatile organic compounds, total recoverable petroleum hydrocarbons, and metals in the soils. No groundwater contamination was encountered during site assessment activities. In September 2005, a Brownfields Site Rehabilitation Agreement was executed by the Florida Department of Environmental Protection (FDEP) and the Clearwater City Council to address the contamination. Demolition was conducted in March 2006 and buildings on the Site were removed and further environmental testing was conducted. In July 2009, the FDEP delivered a Site Rehabilitation Completion Order (SRCO) which stated the site had been cleared of contaminants completing the site rehabilitation requirements. The SRCO was issued 11 years ago and the City has no records of any petitions for an Administrative Hearing, nor a record of any party seeking judicial review. The Site is now ready for development. There have been several developments in this character district: • The construction of Fire Station 45 on Court Street DETAILED SPECIFICATIONS Development of S Washington Ave Site 18 RFP/Q #53-20 • The construction of the Marriott Residence Inn on Court Street • The construction of the Tampa Bay Times office building on Cleveland Street • The construction of the regional drainage facility and passive park, Prospect Lake Park • The completion of The Nolen – a mixed use development with 257 apartment units, 24,000sf of commercial space and 300 parking spaces. The Nolen was acquired by NM Residential in July 2018 for $44.5 million and is over 90% leased. • The renovation of 1100 APEX – a mixed use development with 134 apartment units, 4,348sf of commercial space and 202 parking spaces that opened for occupancy in March 2020. • The CRA acquired a 60+ space surface parking lot at the intersection of Cleveland Street and S Martin Luther King, Jr Avenue to provide parking for retail customers visiting nearby businesses. • The completion of The Madison, an 80-unit age and income restricted development, completed in Fall 2019 at 400 S Martin Luther King, Jr Avenue. In the next 12 months the City and the CRA will undertake the following activities that will benefit the Site: • Continue construction of restaurants on the first floor of The Nolen and APEX 1100 as a part of the CRA’s Food and Drink grant program. • Begin redevelopment of the warehouse located at 115 S. Martin Luther King Jr. Avenue into a dining, retail and recreational establishment. • Begin construction on Imagine Clearwater in Coachman Park – a $55 million-dollar transformation of the Downtown Clearwater waterfront into additional greenspace, marina facilities, playgrounds and entertainment venues. Visit www.imagineclearwater.com for details. Through this RFP/Q, the CRA is seeking to redevelop the entire 3.48+/- acres. The CRA is conducting its diligence and anticipates closing in Fall/Winter 2020. 4. PROJECT SCOPE AND OBJECTIVES. The subject property is located in the Prospect Lake Character District (District) of Downtown Clearwater. The Site has frontage on S. Martin Luther King Jr. Avenue, Gould Street, and S. Washington Avenue. The Downtown Redevelopment Plan (Plan) envisions this District as a residential area with ancillary commercial uses, with more intensive commercial and office development directed to the major streets. The CRA’s redevelopment strategy for Downtown Clearwater emphasizes the creation of a significant residential concentration in and around the Downtown Core to create the support for a day-into-evening retail, office, recreational, and entertainment environment. There is a desire to provide market rate and workforce rental units to meet the unmet housing demand for high tech office employees in the Downtown Core, employees in the medical field at Morton Plant Hospital and the hospitality industry on Clearwater Beach. The CRA envisions the Site as a major opportunity to facilitate this strategy and would like to see construction begin within the next 12 months. The City adopted a new zoning code in 2018. The Site is zoned (D) Downtown. The City has a Flexible Development Code to encourage design, mixed-use and massing creativity on infill projects. The Downtown Plan allows residential density up to 50 dwelling units per acre and a Floor Area Ratio (FAR) of 1.5 for commercial development. The Downtown Redevelopment Plan currently allows heights up to 75 feet. Through the Public Amenities Incentive Pool, a development proposal may attain additional density and/or FAR based on certain amenities provided by the developer, including but not limited to, significant public space, streetscape improvements, on-site public art, the inclusion of affordable DETAILED SPECIFICATIONS Development of S Washington Ave Site 19 RFP/Q #53-20 housing within the development, and mixed-use projects that further the Plan’s major redevelopment goals and character district vision. The amount of development potential made available to the Site project will be based on the type and scale of amenity provided and not a specific formula. The allocation of additional density/intensity is made in conjunction with a site plan application reviewed and approved by the Clearwater Community Development Board at a public hearing. Any proposed project must comply with the Downtown Design Guidelines, which require quality architectural and site design, an urban development pattern and the use of quality materials that enhance the quality of the Downtown Clearwater built environment. Development proposals should reflect the growth in this character district as a walkable, urban environment. The Site has frontage on three (3) streets and the proposal should identify the primary entrance, but still pay careful attention to the relationship between the building and the street on all sides. No specific architectural style is required, however high-quality building materials and access to outdoor amenity space (balconies, rooftop terrace etc.) is highly desired. The CRA prefers structured parking that will be available to the public as part of this project to support retail uses on the adjacent properties. 5. SITE PURCHASE PRICE. Price is to be negotiated, based upon the overall development proposal and the ability of the proposal to fulfill the goals of the 2018 Clearwater Downtown Redevelopment Plan. CRA prefers a purchase of the Site, however, will consider a land lease. Per Florida State Statute 163.380, CRA will consider fair value in its disposition of the Site. The CRA is willing to re-invest the sale proceeds from the land into the proposed project to support CRA goals of public parking, quality architecture and workforce housing. 6. DEVELOPMENT NEGOTIATIONS and INCENTIVES. The selected Developer shall enter into a binding Development Agreement with the CRA, which shall outline the contract start date, bonding and/or insurance requirements, purchase and disposition of the subject Site, the underlying project development design parameters agreed to by the CRA and city, any incentives agreed upon, and the terms and conditions. Due to the importance of this particular downtown infill development Site, it is the intention of the CRA to consider certain development “incentives” to assist in making the project feasible which might include, but not be limited to, the payment of certain impact fees, workforce housing incentives, the cost of construction for parking etc. If the Developer wishes to request incentives, they must outline their request as part of the proposal. Stormwater Retention Buy-in District In cooperation with the Southwest Florida Water Management District (SWFWMD), the Site falls within the boundary of the Prospect Lake District contributing area and is eligible to develop, by permitting, into the buy-in district to obtain storm water facilities on-site. The property does not require storm water facilities on-site as long as the Developer pays into the Prospect Lake District. Any upgrades needed on existing City utilities; potable, sanitary sewer, etc. will be the responsibility of the Developer. Traffic concerns will be dependent on what the Developer wants to place on the Site. Clearwater Gas System Incentive Natural gas is available at this Site and certain incentives may apply, administered by Clearwater Gas System. DETAILED SPECIFICATIONS Development of S Washington Ave Site 20 RFP/Q #53-20 7. QUALIFICATIONS and SELECTION PROCESS. A review team will evaluate all submissions according to the evaluation criteria delineated below and identify Developers that will be invited to submit more detailed proposals, make oral presentations, or both. The review team will rely upon the response to this RFP/Q in selection of finalists and the preferred Developer. Therefore, respondents should emphasize information particularly pertinent to the project and the evaluation criteria and submit all information they wish the screening committee to consider. The review team, made up of representatives from the CRA, Economic Development & Housing, Planning & Development, Engineering, and Finance Departments, will recommend a Preferred Developer to the CRA, who will make the final selection. The recommended Preferred Developer may be required to make a formal presentation to the CRA, if requested, as part of the selection process. The CRA will then enter into exclusive negotiations with the Preferred Developer for a Development Agreement, Purchase Agreement and any other appropriate CRA transactions. The selected Developer will be solely responsible for project design, development application submission and approval, securing required permits, construction of the project and ongoing project maintenance and operation. 8. INSURANCE REQUIREMENTS. The Vendor shall, at its own cost and expense, acquire and maintain (and cause any subcontractors, representatives or agents to acquire and maintain) during the term with the City, sufficient insurance to adequately protect the respective interest of the parties. Coverage shall be obtained with a carrier having an AM Best Rating of A-VII or better. In addition, the City has the right to review the Contractor’s deductible or self-insured retention and to require that it be reduced or eliminated. Specifically the Vendor must carry the following minimum types and amounts of insurance on an occurrence basis or in the case of coverage that cannot be obtained on an occurrence basis, then coverage can be obtained on a claims-made basis with a minimum three (3) year tail following the termination or expiration of this Agreement: a. Commercial General Liability Insurance coverage, including but not limited to, premises operations, products/completed operations, products liability, contractual liability, advertising injury, personal injury, death, and property damage in the minimum amount of $1,000,000 (one million dollars) per occurrence and $2,000,000 (two million dollars) general aggregate. b. Commercial Automobile Liability Insurance coverage for any owned, non-owned, hired or borrowed automobile is required in the minimum amount of $1,000,000 (one million dollars) combined single limit. c. Professional Liability/Malpractice/Errors or Omissions Insurance coverage appropriate for the type of business engaged in by the Respondent with minimum limits of $2,000,000 (two million dollars) per occurrence. If a claims made form of coverage is provided, the retroactive date of coverage shall be no later than the inception date of claims made coverage, unless the prior policy was extended indefinitely to cover prior acts. Coverage shall be extended beyond the policy year either by a supplemental extended reporting period (SERP) of as great a duration as available, and with no less coverage and with reinstated aggregate limits, or by requiring that any new policy provide a retroactive date no later than the inception date of claims made coverage. d. Employer’s Liability coverage of $100,000 each employee, each accident, and $100,000 each employee/$500,000 policy limit for disease, and which meets all state and federal laws. Coverage must be applicable to employees, agents, representatives, and subcontractors, if any. e. Property Insurance coverage if the Developer is using its own property or the property of the City in connection with the performance of its obligations under this Agreement, then Property Insurance DETAILED SPECIFICATIONS Development of S Washington Ave Site 21 RFP/Q #53-20 on an “All Risks” basis with replacement cost coverage for property and equipment in the care, custody and control of others is required. f. Builder’s Risk covering all risks of loss in the complete and full value of the project with no coinsurance penalty provisions. This insurance shall insure the interests of the City, the Developer, and all subcontractors, if any, in the work and shall insure against special form causes of loss (all risk perils), including collapse during construction, for replacement cost (including fees and charges of engineers, architects, attorneys and other professionals). The Developer shall obtain and maintain similar property insurance on equipment, materials, supplies and other property and portions of the work stored on or off site or in transit. Builder’s Risk Insurance shall be endorsed to permit occupancy until such time as the facilities are completed and accepted by the City and written notice of the fact has been issued by the City. g. Unless waived by the State of Florida and proof of waiver is provided to the City, statutory Workers’ Compensation Insurance coverage in accordance with the laws of the State of Florida, and Employer’s Liability Insurance in the minimum amount of $500,000 (five hundred thousand dollars) each employee each accident, $500,000 (five hundred thousand dollars) each employee by disease, and $500,000 (five hundred thousand dollars) disease policy limit. Coverage should include Voluntary Compensation, Jones Act, and U.S. Longshoremen’s and Harbor Worker’s Act coverage where applicable. Coverage must be applicable to employees, contractors, subcontractors, and volunteers, if any. The above insurance limits may be achieved by a combination of primary and umbrella/excess liability policies. Other Insurance Provisions. a. Prior to the execution of this Agreement, and then annually upon the anniversary date(s) of the insurance policy’s renewal date(s) for as long as this Agreement remains in effect, the Vendor will furnish the City with a Certificate of Insurance(s) (using appropriate ACORD certificate, SIGNED by the Issuer, and with applicable endorsements) evidencing all of the coverage set forth above and naming the City as an “Additional Insured” on the Commercial General Liability Insurance and the Commercial Automobile Liability Insurance. In addition, when requested in writing from the City, Vendor will provide the City with certified copies of all applicable policies. The address where such certificates and certified policies shall be sent or delivered is as follows: City of Clearwater Attn: Procurement Division, RFP/Q #53-20 P.O. Box 4748 Clearwater, FL 33758-4748 b. Vendor shall provide thirty (30) days written notice of any cancellation, non-renewal, termination, material change or reduction in coverage. c. Vendor’s insurance as outlined above shall be primary and non-contributory coverage for Vendor’s negligence. d. Vendor reserves the right to appoint legal counsel to provide for the Vendor’s defense, for any and all claims that may arise related to Agreement, work performed under this Agreement, or to Vendor’s design, equipment, or service. Vendor agrees that the City shall not be liable to reimburse Vendor for any legal fees or costs as a result of Vendor providing its defense as contemplated herein. The stipulated limits of coverage above shall not be construed as a limitation of any potential liability to the City, and City’s failure to request evidence of this insurance shall not be construed as a waiver of Vendor’s (or any contractors’, subcontractors’, representatives’ or agents’) obligation to provide the insurance coverage specified. RESPONSE ELEMENTS Development of S Washington Ave Site 22 RFP/Q #53-20 1. PROPOSAL SUBMISSION. It is recommended that responses are submitted electronically through our bids website at https://www.myclearwater.com/business/rfp. For responses mailed and/or hand-delivered, firm must submit one (1) signed original (identified as ORIGINAL) response, four (4) copies of the response and one (1) copy in an electronic format, on a disc or thumb drive, in a sealed container using the label provided at the end of this solicitation. NOTE: If submitting proposals electronically, copies are not required. 2. PROPOSAL FORMAT (the following should be included and referenced with index tabs) NOTE: Every proposal received by the City will be considered a public record pursuant to Chapter 119, Florida Statutes. Any response marked confidential may be deemed non-responsive to this RFP/Q. Table of Contents: Identify contents by tab and page number TAB 1 – Narrative and Vision Statement – Letter of Transmittal. A letter of transmittal should be submitted that iterates the respondents’ vision for the project and site, including how the envisioned project will relate to the surrounding area and its benefits to the CRA. TAB 2 – Developer Experience and Qualifications. Provide the following information: 1. Developer information a. Legal name and principal office address b. Telephone number and e-mail address(es) c. Name of agent representing firm and able to negotiate with the CRA 2. Project team a. Names and qualifications of all team members, legal counsel, architect, financial institution, contractor (if known) b. A statement of the relationship between the developer and any parent company or subsidiaries that might be involved in the development 3. Experience/Qualifications a. List of prior development experience including a short summary of relevant project(s), to include a listing of total projects/units developed within the last five (5) years TAB 3 – Legal and Financial Feasibility - Developer and Project. Provide the following financial information: 1. Financial institution reference contact(s)’ names and contact information 2. Preliminary financial plan to include: a. Construction Budget detailing total project cost and proposed source(s) of funding b. Demonstration of developer’s financial capacity to develop the Site 3. A brief description of the various land uses being proposed, including price points of proposed lease rates for residential and/or retail/office 4. Any incentives desired to improve project feasibility TAB 4 – Development Concept – Ability to Meet Redevelopment Objectives. Present in both narrative and visual form the extent of the development proposal for the Site. Drawings may be “conceptual” in format but should be detailed enough to reflect the scope of the proposed development. Narrative elements to be addressed include: a. Height b. Scale c. Density and Intensity d. Any request for units/sq. ft. from the Public Amenities Pool e. Square footage of specific land uses f. Proposed architectural style and material types g. Site and building orientation RESPONSE ELEMENTS Development of S Washington Ave Site 23 RFP/Q #53-20 h. Access points and curb cuts i. Breakdown of proposed parking spaces to be allocated for each use j. Highlight of creative and innovative design solutions TAB 5 – Proposed Timeline for Construction. Provide the proposed development schedule/calendar, to include timeline for: a. Design b. Review and Permitting c. Construction TAB 6 - Other Forms. The following forms should be completed and signed: a. Exceptions/Additional Materials/Addenda form b. Vendor Information form c. Vendor Certification of Proposal form d. Scrutinized Companies form(s) as required e. W-9 Form. Include a current W-9 form (http://www.irs.gov/pub/irs-pdf/fw9.pdf) EXCEPTIONS / ADDITIONAL MATERIAL / ADDENDA Development of S Washington Ave Site 24 RFP/Q #53-20 Proposers shall indicate any and all exceptions taken to the provisions or specifications in this solicitation document. Exceptions that surface elsewhere and that do not also appear under this section shall be considered invalid and void and of no contractual significance. Exceptions (mark one): **Special Note – Any material exceptions taken to the City’s Terms and Conditions may render a Proposal non-responsive. No exceptions Exceptions taken (describe--attach additional pages if needed) Additional Materials submitted (mark one): No additional materials have been included with this proposal Additional Materials attached (describe--attach additional pages if needed) Acknowledgement of addenda issued for this solicitation: Prior to submitting a response to this solicitation, it is the vendor’s responsibility to confirm if any addenda have been issued. Addenda Number Initial to acknowledge receipt Vendor Name Date: VENDOR INFORMATION Development of S Washington Ave Site 25 RFP/Q #53-20 Company Legal/Corporate Name: Doing Business As (if different than above): Address: City: State: Zip: - Phone: Fax: E-Mail Address: Website: DUNS # Remit to Address (if different than above): Order from Address (if different from above): Address: Address: City: State: Zip: City: State: Zip: Contact for Questions about this proposal: Name: Fax: Phone: E-Mail Address: Day-to-Day Project Contact (if awarded): Name: Fax: Phone: E-Mail Address: Certified Small Business Certifying Agency: Certified Minority, Woman or Disadvantaged Business Enterprise Certifying Agency: VENDOR CERTIFICATION OF PROPOSAL Development of S Washington Ave Site 26 RFP/Q #53-20 By signing and submitting this Proposal, the Vendor certifies that: a) It is under no legal prohibition to contract with the City of Clearwater. b) It has read, understands, and is in compliance with the specifications, terms and conditions stated herein, as well as its attachments, and any referenced documents. c) It has no known, undisclosed conflicts of interest. d) The prices offered were independently developed without consultation or collusion with any of the other respondents or potential respondents or any other anti-competitive practices. e) No offer of gifts, payments or other consideration were made to any City employee, officer, elected official, or consultant who has or may have had a role in the procurement process for the services and or goods/materials covered by this contract. f) It understands the City of Clearwater may copy all parts of this response, including without limitation any documents and/or materials copyrighted by the respondent, for internal use in evaluating respondent’s offer, or in response to a public records request under Florida’s public records law (F.S. 119) or other applicable law, subpoena, or other judicial process. g) Respondent hereby warrants to the City that the respondent and each of its subcontractors (“Subcontractors”) will comply with, and are contractually obligated to comply with, all Federal Immigration laws and regulations that relate to their employees. h) Respondent certifies that they are not in violation of section 6(j) of the Federal Export Administration Act and not debarred by any Federal or public agency. i) It will provide the materials or services specified in compliance with all Federal, State, and Local Statutes and Rules if awarded by the City. j) It is current in all obligations due to the City. k) It will accept such terms and conditions in a resulting contract if awarded by the City. l) The signatory is an officer or duly authorized agent of the respondent with full power and authority to submit binding offers for the goods or services as specified herein. ACCEPTED AND AGREED TO: Company Name: Signature: Printed Name: Title: Date: SCRUTINIZED COMPANIES FORMS Development of S Washington Ave Site 27 RFP/Q #53-20 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM IF YOUR BID/PROPOSAL IS $1,000,000 OR MORE, THIS FORM MUST BE COMPLETED AND SUBMITTED WITH THE BID/PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: 1. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaging in business operations in Cuba and Syria; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria; and 3. Business Operations means, for purposes specifically related to Cuba or Syria, engaging in commerce in any form in Cuba or Syria, including, but not limited to, acquiring, developing, maintaining, owning, selling, possessing, leasing or operating equipment, facilities, personnel, products, services, personal property, real property, military equipment, or any other apparatus of business or commerce; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Sector List, or engaged in business operations in Cuba and Syria. __________________________________________ Authorized Signature __________________________________________ Printed Name __________________________________________ Title __________________________________________ Name of Entity/Corporation STATE OF _____________________ COUNTY OF ___________________ The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization on, this _____ day of _________________, 20____, by _____________________________ (name of person whose signature is being notarized) as the ________________________ (title) of ______________________________________(name of corporation/entity), personally known ______, or produced _________________________ (type of identification) as identification, and who did/did not take an oath. __________________________________________ Notary Public __________________________________________ Printed Name My Commission Expires: __________________ NOTARY SEAL ABOVE SCRUTINIZED COMPANIES FORMS Development of S Washington Ave Site 28 RFP/Q #53-20 SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM THIS FORM MUST BE COMPLETED AND SUBMITTED WITH THE BID/PROPOSAL. FAILURE TO SUBMIT THIS FORM AS REQUIRED MAY DEEM YOUR SUBMITTAL NONRESPONSIVE. The affiant, by virtue of the signature below, certifies that: 1. The vendor, company, individual, principal, subsidiary, affiliate, or owner is aware of the requirements of section 287.135, Florida Statutes, regarding companies on the Scrutinized Companies that Boycott Israel List, or engaged in a boycott of Israel; and 2. The vendor, company, individual, principal, subsidiary, affiliate, or owner is eligible to participate in this solicitation and is not listed on the Scrutinized Companies that Boycott Israel List, or engaged in a boycott of Israel; and 3. “Boycott Israel” or “boycott of Israel” means refusing to deal, terminating business activities, or taking other actions to limit commercial relations with Israel, or persons or entities doing business in Israel or in Israeli-controlled territories, in a discriminatory manner. A statement by a company that it is participating in a boycott of Israel, or that it has initiated a boycott in response to a request for a boycott of Israel or in compliance with, or in furtherance of, calls for a boycott of Israel, may be considered as evidence that a company is participating in a boycott of Israel; and 4. If awarded the Contract (or Agreement), the vendor, company, individual, principal, subsidiary, affiliate, or owner will immediately notify the City of Clearwater in writing, no later than five (5) calendar days after any of its principals are placed on the Scrutinized Companies that Boycott Israel List, or engaged in a boycott of Israel. ______________________________________ Authorized Signature ______________________________________ Printed Name ______________________________________ Title ______________________________________ Name of Entity/Corporation STATE OF _____________________ COUNTY OF ___________________ The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization on, this _____ day of _________________, 20____, by _____________________________ (name of person whose signature is being notarized) as the ________________________ (title) of ______________________________________(name of corporation/entity), personally known ______, or produced _________________________ (type of identification) as identification, and who did/did not take an oath. __________________________________________ Notary Public __________________________________________ Printed Name My Commission Expires: __________________ NOTARY SEAL ABOVE MAILING LABEL CUT ALONG THE LINE AND AFFIX TO THE FRONT OF YOUR BID CONTAINER Development of S Washington Ave Site 29 RFP/Q #53-20 --------------------------------------------------------------------------------- For US Mail ------------------------------------------------------------------------------ SEALED PROPOSAL Submitted by: Company Name: Address: City, State, Zip: RFP/Q #53-20, Development of So. Washington Ave Site Due Date: September 15, 2020, at 10:00 A.M. City of Clearwater Attn: Procurement Division PO Box 4748 Clearwater FL 33758-4748 --------------------------------------------------------------------------------- For US Mail ------------------------------------------------------------------------------ ---------------------------------------------- For Hand Deliveries, FEDEX, UPS or Other Courier Services ------------------------------------------------ SEALED PROPOSAL Submitted by: Company Name: Address: City, State, Zip: RFP/Q #53-20, Development of So. Washington Ave Site Due Date: September 15, 2020, at 10:00 A.M. City of Clearwater Attn: Procurement Division 100 S Myrtle Ave 3rd Fl Clearwater FL 33756-5520 ---------------------------------------------- For Hand Deliveries, FEDEX, UPS or Other Courier Services ------------------------------------------------ [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS AGREEMENT FOR DEVELOPMENT AND PURCHASE AND SALE OF PROPERTY AMONG THE COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA CLEARWATER HOUSING AUTHORITY AND SP CLEARWATER WFH, LLC A FLORIDA LIMITED LIABILITY COMPANY [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS ARTICLE 1. DEFINITIONS. ................................................................................................................... 2 1.01 Definitions .......................................................................................................................... 2 1.02 Use of Words and Phrases ................................................................................................ 5 1.03 Florida Statutes .................................................................................................................. 5 ARTICLE 2. PURPOSE; PROPOSAL. .................................................................................................. 5 2.01 Intent; Purpose of Agreement. ........................................................................................... 5 2.02 Project Proposal. ................................................................................................................ 6 2.03 Cooperation of the Parties ................................................................................................. 6 2.04 Authorized Representative. ................................................................................................ 6 2.05 Assignment of Developer’s Rights to Housing Authority; Developer’s Obligations to Housing Authority ........................................................................................................... 7 2.06 Some References to Developer Ineffective Upon Termination of Developer Services ............................................................................................................................. 7 ARTICLE 3. LAND USE REGULATION AND RESTRICTIONS ON USE. ........................................... 7 3.01 Zoning ................................................................................................................................ 7 3.02 Redevelopment Plan .......................................................................................................... 7 3.03 Permits. .............................................................................................................................. 7 3.04 Concurrency. ...................................................................................................................... 8 3.05 Not a Development Order or Permit .................................................................................. 8 3.06 Permitted Uses. .................................................................................................................. 8 ARTICLE 4. PROJECT PLANS AND SPECIFICATIONS. .................................................................... 9 4.01 Site Plan. ............................................................................................................................ 9 4.02 Preparation of Project Plans and Specifications. ............................................................... 9 4.03 Coordination with City Review ......................................................................................... 10 4.04 Agency Review of Project Plans and Specifications. ....................................................... 10 4.05 Project Schedule. ............................................................................................................. 10 ARTICLE 5. PROJECT FINANCING ................................................................................................... 11 5.01 Project Financing. ............................................................................................................ 11 5.02 Notice of Housing Authority's Default Under Construction Loan. .................................... 11 5.03 Cure of Default by Lender. .............................................................................................. 12 5.04 Construction Lender Not Obligated to Construct. ............................................................ 12 ARTICLE 6. PROJECT SITE CONVEYANCE. .................................................................................... 13 6.01 Findings; Representations. .............................................................................................. 13 6.02 Agreement to Sell and Purchase ..................................................................................... 13 6.03 Purchase Price; Incentives .............................................................................................. 13 6.04 Site Evaluation ................................................................................................................. 13 6.05 Title. ................................................................................................................................. 14 6.06 Survey .............................................................................................................................. 14 6.07 Rights and Duties of Agency. ........................................................................................... 15 6.08 Rights and Duties of Housing Authority ........................................................................... 15 6.09 Conditions to Closing. ...................................................................................................... 16 6.10 Closing ............................................................................................................................. 17 6.11 Closing Procedure............................................................................................................ 17 6.12 Possession ....................................................................................................................... 18 6.13 Condition of Title .............................................................................................................. 18 6.14 Covenants, Warranties and Representations .................................................................. 18 6.15 Condemnation .................................................................................................................. 20 6.16 Real Estate Commission .................................................................................................. 20 6.17 Maintenance of Project Site ............................................................................................. 20 6.18 Radon Gas Notice. ........................................................................................................... 20 [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 6.19 Assignability ..................................................................................................................... 21 6.20 Attorney’s Fees ................................................................................................................ 21 ARTICLE 7. CONSTRUCTION OF THE PROJECT. ........................................................................... 21 7.01 Site Clearance .................................................................................................................. 21 7.02 Construction of the Project. .............................................................................................. 21 7.03 [Intentionally Deleted]....................................................................................................... 22 7.04 Completion Certificate. ..................................................................................................... 22 7.05 Agency Not in Privity with Contractors ............................................................................. 22 ARTICLE 8. INSURANCE. ................................................................................................................... 23 8.01 Insurance Requirements Generally. ................................................................................ 23 8.02 No Waiver of Sovereign Immunity ................................................................................... 23 ARTICLE 9. INDEMNIFICATION. ........................................................................................................ 23 ARTICLE 10. REPRESENTATIONS, WARRANTIES AND COVENANTS OF THE DEVELOPER AND HOUSING AUTHORITY. ................................................................. 23 10.01 Representations and Warranties of Developer ................................................................ 23 10.02 Covenants of Developer .................................................................................................. 24 10.03 Representations and Warranties of the Housing Authority .............................................. 25 10.04 Covenants of the Housing Authority ................................................................................ 26 10.05 Covenant: Nondiscrimination .......................................................................................... 27 10.06 Survival ............................................................................................................................ 28 ARTICLE 11. REPRESENTATIONS, WARRANTIES AND COVENANTS OF THE AGENCY. ........... 28 11.01 Representations and Warranties ..................................................................................... 28 11.02 Covenants ........................................................................................................................ 28 11.03 Survival ............................................................................................................................ 29 ARTICLE 12. DEFAULT; TERMINATION. ............................................................................................ 29 12.01 Default by Housing Authority. .......................................................................................... 29 12.02 Default by the Agency. ..................................................................................................... 30 12.03 Obligations, Rights and Remedies Cumulative ............................................................... 30 12.04 Non-Action on Failure to Observe Provisions of this Agreement .................................... 31 12.05 Termination. ..................................................................................................................... 31 12.06 Termination Certificate. .................................................................................................... 32 12.07 Remedies ......................................................................................................................... 32 ARTICLE 13. UNAVOIDABLE DELAY. ................................................................................................ 32 13.01 Unavoidable Delay. .......................................................................................................... 32 ARTICLE 14. FIRE OR OTHER CASUALTY; CONDEMNATION. ....................................................... 33 14.01 Loss or Damage to Project .............................................................................................. 33 14.02 Partial Loss or Damage to Project ................................................................................... 33 14.03 Notice of Loss or Damage to Project ............................................................................... 33 14.04 Subject to Financing......................................................................................................... 33 ARTICLE 15. MISCELLANEOUS. ......................................................................................................... 33 15.01 Assignments. .................................................................................................................... 33 15.02 Successors and Assigns .................................................................................................. 34 15.03 Notices. ............................................................................................................................ 34 15.04 Severability ....................................................................................................................... 35 15.05 Applicable Law and Construction ..................................................................................... 35 15.06 Venue; Submission to Jurisdiction. .................................................................................. 35 15.07 Agreement Not a Chapter 86-191, Laws of Florida, Development Agreement ............... 35 [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 15.08 Estoppel Certificates ........................................................................................................ 35 15.09 Complete Agreement; Amendments. ............................................................................... 36 15.10 Captions ........................................................................................................................... 36 15.11 Holidays ........................................................................................................................... 36 15.12 Exhibits and Schedule ..................................................................................................... 36 15.13 No Brokers ....................................................................................................................... 36 15.14 Not an Agent .................................................................................................................... 36 15.15 Memorandum of Development Agreement ...................................................................... 36 15.16 Public Purpose ................................................................................................................. 36 15.17 No General Obligation ..................................................................................................... 37 15.18 Term; Expiration; Certificate. ........................................................................................... 37 15.19 Effective Date ................................................................................................................... 37 EXHIBIT A [Project Site Description] .................................................................................................... 1 EXHIBIT B [Proposed Site Plan] .......................................................................................................... 1 EXHIBIT C SPECIAL WARRANTY DEED ........................................................................................... 1 EXHIBIT D MEMORANDUM OF AGREEMENT FOR DEVELOPMENT AND PURCHASE AND SALE OF PROPERTY .............................................................................................. 1 EXHIBIT E AGREEMENT EXPIRATION CERTIFICATE ..................................................................... 1 EXHIBIT F SURVEY REQUIREMENTS .............................................................................................. 1 EXHIBIT G COMPLETION CERTIFICATE ........................................................................................... 1 EXHIBIT H DEVELOPER’S PROPOSAL ............................................................................................. 1 [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS AGREEMENT FOR DEVELOPMENT AND PURCHASE AND SALE OF PROPERTY This Agreement for Development and Purchase and Sale of Property located at 306 South Washington Avenue, Clearwater, Florida 33756 ("Agreement") is made as of this ______________, 2022, by and among the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA, a public body corporate and politic of the State of Florida created pursuant to Part III, Chapter 163, Florida Statutes ("Agency"), the Clearwater Housing Authority, a public housing authority created pursuant to Part I of Chapter 421, Florida Statutes (the “Housing Authority”) and SP CLEARWATER WFH, LLC, a Florida limited liability company ("Developer"). W I T N E S S E T H: WHEREAS, the Agency was created to implement the community redevelopment activities outlined under the Florida Community Redevelopment Act of 1969 codified as Chapter 163, Part III, Florida Statutes; and WHEREAS, § 163.380(1), Florida Statutes provides that a community redevelopment agency may sell, lease, dispose of, or otherwise transfer real property or any interest acquired in the real property for community development in a community redevelopment area to any private person; and WHEREAS, § 163.380(2), Florida Statutes provides that such real property shall be sold, leased, or otherwise transferred at a value determined to be in the public interest and that if the value of such real property is disposed for less than fair value, such disposition shall require the approval of the governing body at a duly noticed public hearing; and WHEREAS, § 163.380(3)(a), Florida Statutes provides that prior to disposition of such real property the community redevelopment agency must give notice of disposition by publication in a newspaper having a general circulation in the community and invite proposals from private redevelopers or any persons interested in undertaking to redevelop or rehabilitate a community redevelopment area or any part thereof; and WHEREAS, on April 17, 2020 the Agency released Request for Proposals #53-20 by publication in a newspaper having a general circulation in Clearwater, Florida requesting proposals to redevelop the real property commonly referred to as 306 South Washington Avenue, Clearwater, Florida 33756 for a mixed-use or apartment development with a focus on workforce and market rate housing, the opportunity for shared parking to serve surrounding restaurant/retail businesses, construction to begin in 2021 and ample outdoor amenity space (collectively, the “Project”); and WHEREAS, the Developer submitted a proposal for redevelopment of the real property as an apartment development with a focus on workforce and market rate housing on September 10, 2020; and WHEREAS, representatives of the Agency and the City of Clearwater, Florida (the “City”) met on September 18, 2020 to evaluate said proposal and to make a recommendation to the Agency of whether to accept or reject the proposal; and WHEREAS, representatives of the Agency and the City of Clearwater recommended approval the Developer’s proposal; and WHEREAS, subsequent to the approval of the Developer’s proposal, the Developer, the City and the Agency determined that the Developer’s proposal as submitted and approved will not provide for the long-term financial stability for the operations of the Project; and [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS WHEREAS, the City, the Agency and Pinellas County, Florida (the “County”) agreed that the development is needed to alleviate the significant shortage of affordable housing in the City and the County; and WHEREAS, the Housing Authority has agreed to take over the development of the Project and operate and manage the Project for the benefit of the CHA, the City, the Agency and the County; and WHEREAS, the Agency, the Housing Authority and Developer negotiated a definitive Development and Purchase and Sale Agreement, expected to be dated not later than June 30, 2022, setting forth the respective duties and responsibilities of the parties pertaining to the conveyance of the Project Site (as hereinafter defined), and the design, development, construction, completion, operation and maintenance of the Project; and WHEREAS, at a duly called public meeting on ___________, 2022, the Agency approved this Agreement and authorized and directed its execution by the appropriate officials of the Agency; and WHEREAS, at a duly called public meeting on ______________, 2022, the Housing Authority approved this Agreement and authorized and directed its execution by the appropriate officials of the Housing Authority; and WHEREAS, the Developer is a limited liability company organized under the laws of the State of Florida and the members (as that term is defined in the operating agreement of the Developer) of Developer have approved this Agreement and have authorized and directed certain individuals to execute this Agreement on behalf of Developer; and NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties hereby agree as follows: ARTICLE 1. DEFINITIONS. 1.01 Definitions. The terms defined in this Article I shall have the following meanings, except as herein otherwise expressly provided: (1) "Act" means the Constitution of the State of Florida; Section 163.01, Florida Statutes, Part III, Chapter 163, Florida Statutes; Chapter 166, Florida Statutes, other applicable provisions of law, and ordinances and resolutions of the City and the Agency implementing them. (2) "Agency" means the Community Redevelopment Agency of the City, as created by Resolution No. 81-68 of the City, adopted by the City Council on August 6, 1981, including any amendments thereto, and any successors or assigns thereto. (3) "Agreement" means this Agreement for Development and Purchase and Sale of Property, including all exhibits and amendments hereto. (4) "Agreement Expiration Certificate" means the instrument executed by the parties hereto as provided in Section 15.19 certifying that all obligations of the parties hereto have been satisfied and this Agreement has expired in accordance with its terms, the form of which is attached hereto as Exhibit "E." (5) "Agreement Termination Certificate" means the instrument executed by the parties hereto as provided in Section 12.06 stating that this Agreement has been terminated prior to its Expiration Date as provided in Section 12.05. (6) "Area" means the area located within the corporate limits of the City having conditions of slum and blight (as those conditions are defined in the Act) as found by the City Council in Resolution No. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 81-67, adopted by the City Council on August 6, 1981 and as amended by Resolution No. 03-22, adopted by the City Council on May 1, 2003 and as subsequently amended thereafter. (7) "Authorized Representative" means the person or persons designated and appointed from time to time as such by the Developer or the Agency, respectively, pursuant to Section 2.04. (8) "Building Permit" or "Building Permits" shall mean, for all or any part of the Project to be constructed on the Project Site, any one or more permits issued by the City authorizing, allowing and permitting the commencement, prosecution and completion of construction to the extent provided in said permit(s). (9) "City" means the City of Clearwater, Florida, a Florida municipal corporation, and any successors or assigns thereto. (10) "City Council" means the governing body of the City, by whatever name known or however constituted from time to time. (11) "Closing Date" means the date on which title to the Project Site is conveyed by the Agency to the Housing Authority (or at the direction of the Housing Authority to the Land Trust, as defined below) in accordance with and as contemplated by the provisions of Article 6 hereof. (12) "Commencement Date" means the date of Commencement of Construction. (13) “Commencement of Construction” or “Commence Construction” means the commencement of site work, utility relocation, above grade beams, floor slabs or other foundation component on the Project pursuant to a properly issued foundation permit; provided, however, this work shall not include work completed as Pre-construction Site Work described in paragraph 26 below. (14) "Completion Certificate" means the certificate, in a form as set forth in Exhibit "G", to be executed by Agency and Developer stating that construction of the Project has been substantially completed. (15) "Completion Date" means the date on which construction of the Project is substantially complete as evidenced by a Completion Certificate. (16) "Contractor" means one or more individuals or firms constituting a general contractor or other type of construction contractor properly licensed by the State of Florida or other appropriate jurisdiction to the extent required by applicable law, authorized to perform construction contractor services in the State of Florida, registered with the City as required by applicable law, bonded and insured to the extent required by applicable law and this Agreement. (17) "Construction Financing" means the funds provided by the Construction Lender to the Housing Authority during the term of this Agreement to pay the cost of developing and constructing the Project, or any portion thereof, on the Project Site, including, but not limited to, acquisition of the Project Site, financing costs, "soft costs," overhead, and the design, construction and equipping of the Project. (18) "Construction Lender" means any person or persons providing the Construction Financing or any portion thereof. (19) "Developer" means SP Clearwater WFH, LLC, a Florida limited liability company, and any successors and assigns thereof. (20) "Effective Date" means the date determined in accordance with Section 15.20 when the Memorandum of Agreement for Development and Purchase and Sale of Property is recorded and this Agreement becomes effective. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (21) "Exhibits" means those agreements, diagrams, drawings, specifications, instruments, forms of instruments, and other documents attached hereto and designated as exhibits to, and incorporated in and made a part of, this Agreement. (22) "Expiration Date" means the date on which this Agreement expires, as evidenced by the Agreement Expiration Certificate being recorded in the public records of Pinellas County, Florida, as provided in Section 15.19 hereof. (23) “Housing Authority Laws” means Chapter 421, Part I, Florida Statutes and other applicable laws related to the development and operation of housing projects by public housing authorities in the State of Florida. (24) "Impact Fees" means those fees and charges levied and imposed by the City, Pinellas County and any other governmental entity on projects located on the Project Site for certain services impacted by development such as the Project. (25) "Permits" means all zoning, variances, approvals and consents required to be granted, awarded, issued, or given by any governmental authority in order for construction of the Project, or any part thereof, to commence, continue, be completed or allow occupancy and use, but does not include the Building Permit(s). (26) "Plan" means the community redevelopment plan for the Area, including the Project Site, as adopted by the City Council on September 18, 2003, by enactment of its Ordinance No. 7153-03, and including any amendments to the Plan. (27) “Pre-construction Site Work” shall mean pre-Closing site work required to be performed to make the Project Site suitable for Commencement of construction. This Pre-construction Site Work shall be performed under contracts engaged and paid for by the Agency separate from the scope of work, cost and the sources of funds required to construct the Development. (28) “Project" means the 173-unit apartment development on the Project Site, composed of 60 700 sq. ft. 1BR units, 28 1020 sq. ft. 2BR Family units and 85 1020 sq. ft. 2BR Roommate units. The Project includes 275 parking units: 207 Garage spaces, 48 Surface spaces and 20 Surface Electric Vehicle spaces constructed substantially in accordance with the Project Plans and Specifications. A minimum of 40 parking spaces is open to the public between the hours of 8 am and 8 pm each day, as contemplated by the Narrative and Vision Statement of the Proposal and this Agreement. (29) “Project Area Median Income Units” 18 units at 80% Area Median Income (“AMI”) or less; 49 units at 100% AMI or less; and 106 units at 120% AMI. AMI refers to the Family Incomes published annually by HUD that calculates income limits as a function of the area’s Median Family Income. (30) "Project Plans and Specifications" means the plans and specifications pertaining to the construction, installation and equipping of the Project, including the schedule for completing the Project. (31) "Project Professionals" means any architects, attorneys, brokers, engineers, consultants, planners, construction managers or any other persons, or combination thereof, retained or employed by the Housing Authority in connection with the planning, design, construction, permit applications, completion and opening of the Project, but does not include the Developer. (32) "Project Site" means the tract of land located in the Area which is to be conveyed to the Housing Authority (or at the direction of the Housing Authority to the Land Trust, as defined below) by the Agency on which the Project will be located, as more particularly described and depicted on Exhibit "A" along with all hereditaments, easements, rights of way, appurtenances, passages, water rights, drainage rights, and any and all other rights, liberties and privileges thereon or in any way now or hereafter appertaining and including, if any, all right, title and interest of Agency in and to all rights of way, easements, public and private [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS streets, roads, avenues, alley, passageways, and water rights (including any of the foregoing lying in any road beds), in front of or abutting such real property or any portion thereof. (33) "Proposal" means the proposal for redevelopment of the Project Site, dated September 10, 2020, submitted by the Developer to the Agency in response to the RFP, a copy of which is attached to this Agreement as Exhibit “H”. (34) "RFP" means the Request for Proposals #53-20 initially published by the Agency on April 17, 2020 soliciting proposals from persons interested in redeveloping the Project Site in accordance with the Act and the Plan. (35) "Site Plan" means the depiction and description of the Project on the Project Site, the initial version of which is attached hereto as Exhibit "B." (36) "Termination Date" means the date on which this Agreement is terminated by any party hereto as provided in Section 12.05, and as evidenced by the Agreement Termination Certificate. (37) "Unavoidable Delay" means those events constituting excuse from timely performance by a party hereto from any of its obligations hereunder, as such events are defined in and subject to the conditions described in Article 13 hereof. (38) “Vertical Construction” means commencement of work on the Project pursuant to a properly issued Building Permit. (39) "Vertical Construction Date" means the date upon which a permit for construction of a building on the Project Site has been issued. 1.02 Use of Words and Phrases. Words of the masculine gender shall be deemed and construed to include correlative words of the feminine and neuter genders. Unless the context shall otherwise indicate, the singular shall include the plural as well as the singular number, and the word "person" shall include corporations and associations, including public bodies, as well as natural persons. "Herein," "hereby," "hereunder," "hereof," "hereinbefore," "hereinafter" and other equivalent words refer to this Agreement and not solely to the particular portion thereof in which any such word is used. 1.03 Florida Statutes. All references herein to Florida Statutes are to Florida Statutes (2018), as amended from time to time. ARTICLE 2. PURPOSE; PROPOSAL. 2.01 Intent; Purpose of Agreement. (a) The purpose of this Agreement is to further the implementation of the Plan by providing for the sale and conveyance of the Project Site to the Housing Authority (or, at the direction of the Housing Authority to the Land Trust, as defined below) and the development, construction and operation of the Project thereon by the Housing Authority in accordance with the Project Plans and Specifications, all to provide affordable housing in the City, enhance the quality of life, add new residents to the Downtown Core District, and improve the aesthetic and useful enjoyment of the Area through the eradication of conditions of blight, all in accordance with and in furtherance of the Plan and as authorized by and in accordance with the Act and the Housing Authority Laws. (b) As provided in this Agreement, the Agency shall undertake certain public actions pursuant to the Act and as implementation of the Plan, including making the Project Site available for redevelopment and assistance in obtaining such approvals by governmental authorities as are necessary for development of the Project. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (c) As provided in this Agreement, the Housing Authority and the Developer shall carry out the redevelopment of the Project Site by obtaining approvals by governmental authorities necessary for development of the Project as more particularly described in Section 3.04 hereof, obtaining the Project Financing, purchasing the Project Site from the Agency, constructing various private improvements on the Project Site, and causing the Project to be developed as described herein. 2.02 Project Proposal. (a) The Proposal for the redevelopment of the Project Site, specifically including the acquisition of the Project Site by the Housing Authority (or the Land Trust, as defined below, as applicable) from the Agency and the design, construction, equipping, completion and use of the Project, and each component thereof, is hereby found by the Agency and acknowledged by the Housing Authority and the Developer: (1) to be consistent with and in furtherance of the objectives of the Plan, (2) to conform to the provisions of the Act, (3) to be responsive to the RFP, (4) to be in the best interests of the citizens of the City, (5) to further the purposes and objectives of the Agency and the Housing Authority, and (6) to further the public purpose of eradicating conditions of blight in the Area and the development of needed affordable housing in the City. The parties recognize and agree that during the process of review and approval provided for in the Agreement the design of the Project may be subject to change and modification as may be either agreed to by the parties or required as provided herein or by the appropriate regulatory authority, and should any changes be necessary or desirable the parties agree that they will act expeditiously and reasonably in reviewing and approving or disapproving any changes or modifications to the Project. (b) Based upon and as a result of the findings set forth in subsection (a) above, the Proposal, including such changes and revisions as are provided by this Agreement, is hereby approved and accepted by the Agency. 2.03 Cooperation of the Parties. The parties hereto recognize that the successful development of the Project and each component thereof is dependent upon continued cooperation of the parties hereto, and each agrees that it shall act in a reasonable manner hereunder, provide the other party with complete and updated information from time to time with respect to the conditions such party is responsible for satisfying hereunder and make its good faith reasonable effort to ensure that such cooperation is continuous, the purposes of this Agreement are carried out to the full extent contemplated hereby and the Project is designed, constructed, equipped, completed and operated as provided herein. 2.04 Authorized Representative. (a) Each party shall designate an Authorized Representative to act on its behalf to the extent of the grant of any authority to such representative. Written notice of the designation of such a representative (and any subsequent change in the Authorized Representative) shall be given by the designating party to the other party in writing in accordance with the procedure set forth in Section 15.03 hereof. (b) Except as otherwise expressly provided in this Agreement, whenever approval or action by the Housing Authority, the Developer or the Agency is required by this Agreement, such action or approval may, in the discretion of the party considering such approval or action, be taken or given by the Authorized Representative thereof. A party to this Agreement may rely upon the representation of the other party's Authorized Representative that such person has the requisite authority to give the approval or take the action being done by that Authorized Representative. A party may not later deny that its Authorized Representative had the authority represented to and relied upon by the other party or revoke or deny any action taken by such Authorized Representative which was relied upon by the other party. (c) The Developer does hereby notify the Agency and the Housing Authority that its initial Authorized Representative for the Project is Peter Leach, its Vice-President. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (d) The Agency does hereby notify the Developer and the Housing Authority that its initial Authorized Representative is Amanda Thompson, its Executive Director. (e) The Housing Authority does hereby notify the Agency and the Developer that its initial Authorized Representative is Jacqueline Rivera, its Chief Executive Officer. 2.05 Assignment of Developer’s Rights to Housing Authority; Developer’s Obligations to Housing Authority. The Developer hereby assigns all of its rights regarding the development of the Project to the Housing Authority and the Agency hereby consents to such assignment, it being the intent of all parties to this Agreement that the Housing Authority shall have the sole right to develop, construct and operate the Project in accordance with this Agreement. The Developer’s obligations and responsibilities under this Agreement shall relate solely to matters occurring prior to the Closing Date and such other services as may be provided with the consent of the Housing Authority. The Developer shall be entitled to reimbursement for advances made prior to the Closing Date with respect to expenses incurred, provided such expenses are approved in the Development Budget approved by the Housing Authority. Under no circumstances shall the Developer be entitled to such reimbursement (and neither the Housing Authority nor the Agency shall have any liability with respect thereto) in the event this Agreement is terminated in accordance with the terms of this Agreement including Article XII hereof. The Developer agrees to perform the services and accepts the responsibility for the terms and provisions set forth on Schedule 1 hereto. 2.06 Some References to Developer Ineffective Upon Termination of Developer Services. In the event the Housing Authority terminates the services of the Developer as contemplated in Section 2.05 and Schedule 1 hereto, references herein to the Developer, with respect to any rights of the Developer to consent, certify or otherwise participate in the development of the Project shall be ineffective; provided, however, that any obligations or liabilities of the Developer incurred or accrued prior to such termination shall not be affected by such termination. For avoidance of doubt, no consent or certification of the Developer shall be required to amend this Agreement, certify completion of the Project or the termination of this Agreement if the Developer’s services have been terminated by the Housing Authority. ARTICLE 3. LAND USE REGULATION AND RESTRICTIONS ON USE. 3.01 Zoning. On the Effective Date, the zoning classification for the Project Site is Downtown, abbreviated as “D.” 3.02 Redevelopment Plan. The Agency represents that as of the date of the RFP and the Proposal the provisions of the Plan pertaining to the Project Site are consistent with the Project as contemplated by the Proposal. 3.03 Permits. (a) The Developer has prepared and submitted to the Executive Director of the Agency and the Agency has approved, floor plans, site plans, and building façade plans for the Project used for Developer’s Application for Site Plan Approval. (b) On March 4, 2021 the Developer submitted to the appropriate governmental authorities, including the City’s Planning and Development Department (“Planning Department”), a complete and sufficient application for Level I Flexible Standard Development Application to allow development of the Project in accordance with the Project Plans and Specifications ("Application"), and the Housing Authority and the Developer shall bear all costs of preparing such applications, applying for and obtaining the Building Permits and Permits including applicable application, inspection, regulatory and Impact Fees or charges pertaining to the Project, including, but not limited to, any Building Permits or Permits, review, application, inspection, regulatory or impact fees. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (c) The Agency, as the property owner, shall cooperate with the Housing Authority and the Developer in making the Application, and the Agency shall cooperate with the Housing Authority in obtaining all necessary Permits and the Building Permits required for the construction and completion of the Project. (d) The Agency's duties, obligations, or responsibilities under any section of this Agreement, specifically including but not limited to this Section 3.04, do not affect the Agency's or the City's right, duty, obligation, authority and power to act in its governmental or regulatory capacity in accordance with applicable laws, ordinances, codes or other building or project regulation. The parties acknowledge that the Planning Department is an independent entity which is not a party to this Agreement and will render its independent decision concerning the Application and that therefore the Executive Director’s preliminary approval given pursuant to Section 3.03(a) is not binding on the Planning Department. (e) Notwithstanding any other provisions of this Agreement, any required permitting, licensing or other regulatory approvals by the Agency or the City shall be subject to the established procedures and requirements of the Agency or the City with respect to review and permitting of a project of a similar or comparable nature, size and scope. In no event shall the Agency or the City, due to any provision of this Agreement, be obligated to take any action concerning regulatory approvals except through its established processes and in accordance with applicable provisions of law. 3.04 Concurrency. (a) The parties hereto recognize and acknowledge that Florida law (specifically, Part II, Chapter 163, Florida Statutes) imposes restrictions on development if adequate public improvements are not available concurrently with that development to absorb and handle the demand on public services caused by that development. The City has created and implemented a system for monitoring the effects of development on public services within the City. The Housing Authority and the Developer recognize and acknowledge it must satisfy the concurrency requirements of Florida law as applied to the Project. Specifically, the Housing Authority and the Developer covenant and agree to comply with the City's land development code, including providing to the City any and all data and analysis that shows the Project will be consistent with the goals, objectives and policies of the comprehensive plan for the City, adopted by the City and in effect on the Effective Date, and the Developer further covenants and agrees to comply with concurrency certification provisions of the City's land development code. (b) The Agency represents and warrants and the Housing Authority and the Developer acknowledge that as of the Effective Date the Project as contemplated by this Agreement does not require any reservation of capacity or to seek any approvals as a result of the concurrency requirements described in subsection (a). If legally obligated in the future to comply with such requirements, the Housing Authority agrees to seek issuance of a concurrency compliance certificate or other similar document by whatever name known and a reservation of services capacity under the City's concurrency management system, and does further agree to maintain such certificate and reservation. The Housing Authority and the Developer covenant and agree with the Agency to not undertake any action or fail to take any action, which would cause the City to revoke or invalidate the concurrency compliance certificate or the reservation of services capacity. 3.05 Not a Development Order or Permit. The parties do hereby acknowledge, agree and represent that this Agreement is not intended to be and should not be construed or deemed to be a "development order" or "development permit" within the meaning of those terms in Section 163.3164, Florida Statutes. 3.06 Permitted Uses. (a) The Project shall consist of no fewer than 173-unit apartment development on the Project Site, composed of 18 units at 80% Area Median Income (“AMI”) or less; 49 units at 100% AMI or less; and 106 units at 120% AMI or less that includes 275 parking units, with a minimum of 40 parking spaces open to the public during the hours of 8 am to 8 pm each day, as contemplated by the Narrative and Vision Statement of the Proposal. [let’s discuss] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (b) The Agency’s investment in the construction of public parking is to support street level restaurant and retail operations within a half mile of this site. Public parking should be provided at a cost that allows the operator to maintain and operate the parking. It is not intended to a significant source of revenue for the Project. [The operations and use of the public parking shall be further defined in an agreement between the Housing Authority, the City, and the Agency prior to issuance of a Certificate of Occupancy. (c) The following uses are prohibited: (1) Any use that is not in substantial conformity with the Narrative and Vision Statement of the Proposal. (d) If the Housing Authority proposes to use the Project Site for a use not consistent with this Section 3.06, it shall file with the Agency a request for a release of part or all of the restrictions imposed by this section. Within thirty days of receipt of such a request, the Agency shall consider such request and either deny the request, approve the request as filed, or approve the request subject to such terms, conditions and limitations as the Agency may require. Any such release of a restriction shall be evidenced by an amendment to this Development Agreement executed by Agency and the Housing Authority and recorded in the public records of Pinellas County, Florida, the cost of which recording shall be paid by the Housing Authority. Nothing in this Section 3.07 is intended to effect or override any law, ordinance, regulation or other legal restriction set forth in this Agreement. ARTICLE 4. PROJECT PLANS AND SPECIFICATIONS. 4.01 Site Plan. (a) The final Site Plan approval, as approved by the Planning Department, shall be the final development of the Project. The Housing Authority agrees that during the term of this Agreement any material changes to the approved Site Plan or any subsequent versions of the Site Plan will be submitted to the Agency for approval. (b) The Application for Site Plan Approval as approved by the Agency shall be the basis for and incorporated into the Project Plans and Specifications. 4.02 Preparation of Project Plans and Specifications. (a) The Housing Authority shall prepare or caused to be prepared the Project Plans and Specifications in sufficient detail and description of the Project, graphically and narratively if requested, to allow the Agency the opportunity to determine if those plans and specifications are consistent with the Proposal, the Site Plan and the Plan. (b) (1) The [Housing Authority][Developer] is responsible for the cost of preparing, submitting and obtaining approval of the Project Plans and Specifications. (2) The Housing Authority shall retain the Project Professionals to prepare the Project Plans and Specifications and shall notify the Agency of the names of such Project Professionals and any subsequent changes thereto or additional Project Professionals retained with respect to the Project. The Housing Authority shall cause the Project Professionals to prepare the Project Plans and Specifications. (c) (1) The Agency does hereby consent to the preparation of the Project Plans and Specifications, and any revisions thereto, by the Project Professionals, and the Agency will not withhold approval of the Project Plans and Specifications because they were prepared by the Project Professionals. The Agency hereby acknowledges and agrees that the selection of the Project Professionals is the sole [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS responsibility of, and within the sole discretion of, the Housing Authority, and the Agency will not participate, and has not previously participated, in such selection by the Housing Authority. (2) The parties hereto mutually acknowledge and agree the Project Professionals are not, individually or collectively, agents or representatives, either expressed or implied, of the City or the Agency. (d) The Agency and the Housing Authority recognize and acknowledge the need for expedited review of the Project Plans and Specifications and approval by the Agency. (e) The Project Plans and Specifications contemplated by this subsection (d) shall be sufficient for a determination by the City required by the ordinances and regulations of the City. 4.03 Coordination with City Review. The Housing Authority and the Developer have represented to the Agency and the Agency acknowledges the need to expedite the process for review of the Project Plans and Specifications and the issuance of any Building Permits and Permits. The Agency agrees to use its best efforts to coordinate and expedite its review of the Project Plans and Specifications with any review or approvals by the City or other governmental entities. 4.04 Agency Review of Project Plans and Specifications. (a) During the term of this Agreement, the Agency’s review and approval of the Project Plans and Specifications is a prerequisite for issuance of the initial Building Permit for construction of the Project, or any part thereof. Amanda Thompson, the Executive Director, is hereby delegated by the Agency to review and approve the Project Plans and Specifications for substantial compliance with the Site Plan. (b) Upon the receipt of the Site Plan Approval from the Planning Department, the Agency agrees to diligently proceed with and complete its review of the Project Plans and Specifications to be submitted for Building Permits and respond as soon as reasonably possible after receipt thereof, but in no event later than fifteen (15) days after receipt of such Project Plans and Specifications, and advise the Housing Authority and the Developer in writing of the Agency's reasonable objections thereto or that the Project Plans and Specifications have been approved as submitted. (c) If the Agency gives written notice of specific objections to or deficiencies in the Project Plans and Specifications as provided in subsection (b), then the Agency, the Housing Authority and the Developer shall expeditiously, diligently and reasonably negotiate to resolve such objections. (d) If the Project Plans and Specifications submitted to the Agency substantially comply with this Agreement, including being substantially in accordance with the Approved Site Plan, and further the purposes of the Plan, the Agency shall approve the Project Plans and Specifications as submitted, and shall notify the City and other pertinent governmental entities of such approval and recommend the City and such other pertinent governmental entities give such approvals and issue such Permits and Building Permits or licenses as are necessary for development of the Project. (e) If the Housing Authority does not dispute the objections to any proposed Project Plans and Specifications contained in any notice from the Agency, it shall submit revised Project Plans and Specifications satisfying such objections. Any changes in the Project Plans and Specifications made in response to such a notice shall be made without charge to the Agency. 4.05 Project Schedule. (a) On March 4, 2021 Developer submitted the Application as required by Section 3.03(b). (b) Subject to Unavoidable Delay, the Housing Authority shall Commence Construction of the Project within 30 days of the Closing Date. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (c) Subject to Unavoidable Delay, substantial completion of the construction of the Project in accordance with Section 7.05 shall be achieved within 24 months of the Closing Date. ARTICLE 5. PROJECT FINANCING. 5.01 Project Financing. (a) If the Housing Authority elects to obtain Construction Financing, the Housing Authority shall use its reasonable efforts to obtain from each Lender a term sheet for provision of the Construction Financing as soon as is reasonably possible. Upon obtaining such Construction Financing, the Housing Authority shall notify the Agency that it has obtained said financing and provide to the Agency the name and address of the Construction Financing Lender. Alternatively, the Housing Authority may undertake to issue bonds of the Housing Authority for the financing of the Project. (b) If permitted by the terms of the construction financing, the Agency shall have an affirmative right, but not an obligation, to cure any default by the Housing Authority under the Construction Financing. The parties recognize and acknowledge that the Agency's right under this paragraph (2) is not intended to be superior or ahead of any lien or right of any Lender to enforce its rights and remedies under the financing documents pertaining to the Project Financing. (c) The Housing Authority covenants and agrees with the Agency that the proceeds of the Construction Financing shall be solely for the purpose of paying costs and fees related to the financing, development and construction of the Project and that such proceeds, together with its own funds or other funds available to it from capital sources shall be sufficient to pay the costs of the development, construction and completion of the Project. (d) The Agency recognizes and agrees that the Construction Lender, or alternatively, the trustee for the holders of the Housing Authority bonds (“Lender”) shall require the Agency to subordinate its interests to the rights and interests of the Lender under the terms of the Lender’s loan agreements including the Lender’s first mortgage. 5.02 Notice of Housing Authority's Default Under Construction Loan. (a) The Housing Authority covenants and agrees with the Agency that the Housing Authority shall notify the Agency in writing within 5 days of receiving notice that Construction Lender declares the Housing Authority to be in default or if an event of default has occurred under the financing documents for the Construction Financing. The notice to the Agency shall state the basis of the default , shall identify the particular provision of the financing documents under which the Housing Authority is in default and shall include copies of any pleadings in any proceeding instituted by the Construction Lender incident thereto. (b) Any notice from the Agency to the Housing Authority or the Developer specifying an event of default under Section 12.01 hereof shall, at the same time it is provided to the Housing Authority and the Developer, be mailed by the Agency to any Construction Lender by certified mail, return receipt requested, at its address last given to the Agency by the Housing Authority and/or Developer, as applicable, prior to such notice; provided, however, the failure of the Agency to mail any such notice or the Construction Lender to receive any such notice shall not constitute a material breach or default of this Agreement by the Agency, nor shall it constitute a waiver by or preclude or delay the Agency from proceeding with or enforcing any right or remedy available to it under this Agreement. The notice from the Agency to the Construction Lender shall state the basis of the default, the particular provision of this Agreement under which the Housing Authority or Developer, as applicable, is in default and shall include copies of any pleadings in any proceedings instituted by the Agency incident thereto. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 5.03 Cure of Default by Lender. (a) (1) Following the Agency providing the notice under Subsection 5.02(b) hereof, the Construction Lender may, at its election, cure or remedy the default described in such notice. If the Construction Lender elects to cure such default, it shall give notice of such election to the Agency and the Developer within sixty (60) days after the Agency issued its notice of default as provided in Section 12.01 hereof. (2) So long as the Construction Lender proceeds to cure or remedy the default of this Agreement, the Agency agrees not to exercise any right or remedy available to it resulting from the default described in the notice and which the Construction Lender has elected to cure for such period of time as shall be reasonably necessary for the Construction Lender to cure or remedy such default, including any time reasonably necessary for the Construction Lender to obtain possession of the Project Site, if possession is necessary to enable the Construction Lender to cure or remedy such default. (b) If a default under this Agreement is timely cured or remedied by the Construction Lender pursuant to this Section 5.03, then the Agency shall not have any rights or remedies with regard to such default. (c) If the Construction Lender elects to cure or remedy the default hereunder as provided in subsection (a) hereof, it shall then be subject to and bound by the provisions of this Agreement and the actions required to be taken to remedy or cure said default that, but for the default , would have been applicable. (d) If, as a result of the Construction Lender curing or remedying a default under this Agreement, the Construction Lender completes the construction of the Project upon receipt of a written request by the Construction Lender to the Agency for a construction Completion Certificate, the Agency shall execute and deliver to the Construction Lender a construction Completion Certificate for the Project, in the same manner and procedure as if the Housing Authority has requested such a certificate under Section 7.05 hereof. (e) Subsequent to a default under this Agreement, if the Construction Lender does not timely elect to cure such default as provided in subsection (a) hereof, or makes such election and proceeds to construct and complete the Project, but fails to complete such construction by the Completion Date (subject to extensions for Unavoidable Delays) and such failure shall not have been cured within sixty (60) days (or such longer period as may be reasonably necessary and mutually agreed upon by the Agency and the Construction Lender), then the Agency may proceed with any remedies available to it under Section 12.01 hereof. 5.04 Construction Lender Not Obligated to Construct. (a) If the Construction Lender elects not to cure a default hereunder as provided in Subsection 5.03(a) hereof, the Construction Lender and any other holder who obtains title to or possession of the Project Site, or any part thereof, as a result of foreclosure proceedings or any other action in lieu thereof, including (I) any other party who thereafter obtains title to the Project Site or such part from and through such holder or, (ii) any other purchaser at a foreclosure sale, or (iii) any other grantee under a deed in lieu of foreclosure, and any of such parties' successors and assigns, shall not be obligated by this Agreement to construct or complete the Project, or to guarantee such construction or completion or to perform any of the Developer's or the Housing Authority’s other agreements, obligations or covenants under this Agreement. (b) Nothing in this Section 5.04 or any other provisions of this Agreement shall be deemed or construed to permit or authorize any Construction Lender or any other party obtaining title to or possession of the Project Site, or any part thereof, to devote the Project Site, or any part thereof, to any use, or to [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS construct any improvements thereon, other than the uses and improvements provided in the Plan and in the Project Plans and Specifications, unless prior to commencement of such use, approval thereof is obtained from the Agency, which approval shall not be unreasonably withheld or delayed. (c) Agency agrees to execute any commercially reasonable documents requested by Construction Lender which address the proposed relationship between the Construction Lender and the Agency. ARTICLE 6. PROJECT SITE CONVEYANCE. 6.01 Findings; Representations. (a) The Agency is the owner of the Project Site. (b) Housing Authority desires to purchase from Agency and Agency desires to sell to the Housing Authority the Project Site, subject to the provisions of Section 6.02 and the assignability provision of Section 6.20. 6.02 Agreement to Sell and Purchase. The Agency hereby agrees to sell and convey the Project Site to Housing Authority (or at Housing Authority’s sole discretion, the Pinellas County Land Trust) and Housing Authority hereby agrees to purchase (or cause the Pinellas County Land Trust to purchase) the Project Site from Agency, upon the terms and conditions set forth in this Article 6. 6.03 Purchase Price; Incentives. Upon transfer to the Housing Authority, the Housing Authority agrees to transfer the Project Site to the [Pinellas County Land Trust (the “Land Trust”)] in exchange for a purchase price of Three Million Four Hundred Sixty Thousand and 00/100 Dollars ($3,460,000.00), which purchase price shall be placed in trust with the Housing Authority’s bond trustee or other fiscal agent designated by the Construction Lender and used as a source of funds for the development of the Project as contemplated by the Narrative and Vision Statement of the Proposal. The escrowed purchase price shall be disbursed on a monthly draw-down basis to pay development and construction costs in accordance with the construction budget approved by the Housing Authority, the Agency and, if applicable, the Construction Lender. The agreement of the Housing Authority to transfer the Project Site to the [Land Trust] and enter into a long-term ground lease of the Project Site, which ground lease shall contain certain restrictive covenants regarding the use of the Project Site for affordable housing and related purposes shall be and is hereby declared by the Agency as sufficient consideration for the transfer of the Project Site to the Housing Authority. At the Closing, the Housing Authority may direct the Agency to transfer the Project Site to the [Land Trust] directly. Additionally, the Agency will allocate an additional amount not to exceed Eight Hundred Thousand and 00/100 Dollars ($800,000.00) to be allocated toward the cost of the construction of the public parking spaces contemplated in the Narrative and Vision Statement of the Proposal and this Agreement. [how will this be determined and when will it be paid?] The Agency agrees to pay for the Pre-Construction Site Work by allocating an additional amount not to exceed Three Hundred Thousand and 00/100 Dollars ($300,000.00) to be used solely for the Pre- construction Site Work. These funds will be available to the Developer on a reimbursement basis beginning on 30 days after the Effective Date and only after the Developer provides evidence to the Agency’s satisfaction that it (or the Housing Authority) has actually incurred expenses for the Pre-Construction Site Work. 6.04 Site Evaluation. (a) From and after the Effective Date hereof during the term of this Agreement, the Housing Authority and the Developer and their respective agents and representatives shall be entitled to enter upon the Project Site for inspection, soil tests, examination, and such other matters and investigations as the [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS Housing Authority deems necessary and appropriate. In this regard, no such examination will be deemed to constitute a waiver or a relinquishment on the part of the Housing Authority of its right to rely on the covenants, representations, warranties and agreements made by Agency or upon the agreements provided to the Housing Authority by Agency. Developer will restore any disturbance to the Project Site caused by its acts and will hold Agency harmless and indemnify Agency from and against any and all damages and liability occasioned by any claim asserted against Agency caused by such examination, excluding all damages and liability as a result of (i) a pre-existing condition on the Project Site, or (ii) the negligence or willful misconduct of the Agency. (b) Notwithstanding any other provision of this Agreement, in the event the Housing Authority does not receive approval of the Project after diligent effort and compliance with the timelines for submittal set forth herein and the procedural requirements of the City for submitting plans and specifications for approval to the City, the Housing Authority shall be entitled to terminate this Agreement as provided in Section 12.05 hereof. (c) Notwithstanding any other provision of this Agreement, in the event the Housing Authority is unable to obtain financing on commercially reasonable terms prior to the Closing Date, the Housing Authority may elect to terminate this Agreement as provided in Section 12.05. 6.05 Title. (a) Promptly after the Effective Date, the Housing Authority shall obtain and furnish a copy to the Agency, at the Housing Authority's expense, a commitment for the issuance of an owner's policy of title insurance for the Project Site in the standard form adopted by the American Land Title Association, at no more than the promulgated rate, accompanied by one copy of all documents affecting the Project Site which constitute exceptions to the commitment. This commitment shall be in the amount of the total Purchase Price of the Project Site, shall show in Agency or the City, a good and marketable title in fee simple, free and clear of all liens and encumbrances without exception other than those permitted under the provisions of Section 6.13 hereof (the "Permitted Exceptions") in a form reasonably acceptable to Housing Authority and shall be referred to hereinafter as the "Title Commitment". The Title Commitment shall be written by Fidelity National Title Insurance Company, through Squire Patton Boggs (US) LLP, its agent. (b) If the Title Commitment, any update thereof or subsequent title commitment or the survey delivered in connection with the Project Site shows that the title is defective or unmarketable or that any part of the Project Site is subject to liens, restrictions, easements, encroachments or encumbrances of any nature whatsoever other than the Permitted Exceptions, all determined in the Housing Authority’s reasonable discretion, the Housing Authority shall give Agency a reasonable time (not to exceed sixty (60) days after written notice to Agency of any unacceptable conditions of title) within which to remedy or remove any such unacceptable conditions of title. Failure of Agency to remedy or remove any such unacceptable condition of title shall constitute grounds for termination as provided in Section 12.05, unless the Housing Authority gives Agency its written waiver of such unacceptable condition of title. (c) Within thirty (30) days after closing, the Housing Authority shall obtain and furnish a copy to the Agency, at the Housing Authority's expense, a standard ALTA Form 2006 owner's policy of title insurance based on the Title Commitment. Such policy will be issued by the title company that issued the Title Commitment, will be in the amount of the Purchase Price and will insure Housing Authority's fee simple title (if the Housing Authority will be the fee owner of the Project Site) or the Housing Authority’s leasehold title (if the Land Trust will be the fee owner of the Project Site and the Housing Authority will be the ground lessee), as the case may be, to the Project Site subject to no exceptions other than the Permitted Exceptions. 6.06 Survey. (a) The Housing Authority (or the Developer at the Housing Authority’s request) shall employ a surveyor licensed by the State of Florida to prepare a current survey of the Project Site within 90 days of [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS the execution of this Agreement. The Agency acknowledges that the Developer engaged Tampa Civil to provide the survey. (b) The survey shall: (1) Include the sealed Survey Certification attached hereto as Exhibit “F” for the Project Site. (2) Set forth an accurate metes and bounds description of the Project Site, which metes and bounds description shall be used for the purposes of conveying the Project Site as provided in this Agreement, and the gross number of acres contained in the Project Site. (3) Locate all existing easements and rights of way, whether recorded or visible (setting forth the book and page number of the recorded instruments creating the easement). (4) Show any encroachments onto the Project Site from adjoining property and any encroachments from the Project Site onto adjoining property. (5) Show all existing improvements (such as buildings, power lines, fences, roads, driveways, railroads, underground pipelines, cables, etc.) and all rivers, creeks, drainage ditches or other water courses. (6) Show all dedicated public streets providing access to the Project Site and whether such access is paved to the property line of the Project Site. (7) Identify any flood zones as defined on Federal Flood Insurance Rate Maps (F.I.R.M.) for Pinellas County, Florida that affect the Project Site. (8) Show all applicable set back lines with reference to the source of the set backs. In the event the survey shows any encroachments of any improvement upon, from or onto the Project Site or shows any other matter of survey which is objectionable to Housing Authority, in Housing Authority's sole discretion, then Housing Authority shall provide Agency with notice of such defect and the same shall be deemed a title defect and shall be treated as an objection to title by Housing Authority as provided under Section 6.05(b). 6.07 Rights and Duties of Agency. (a) Agency shall cooperate in good faith with Housing Authority in Housing Authority's evaluation of the Project Site and shall execute all documents or perform such other acts, reasonably necessary to enable Housing Authority to satisfactorily complete its evaluation of the Project Site and shall provide to Housing Authority and its consultants any information or documents reasonably required by Housing Authority and in Agency's or its consultant's possession which would assist Housing Authority in such evaluation and preparation. (b) Agency shall reaffirm in writing to Housing Authority that the covenants, warranties and representations set forth herein are true and correct as of the Closing Date. (c) Agency agrees to cooperate with the Housing Authority’s environmental professionals in connection with the interview requirement of current owners of property required under the United States Environmental Protection Agency All Appropriate Inquiry Standard (Final Rule, 40 CFR Part 312, Standards and Practices for All Appropriate Inquiries, 70 Fed. Reg. 66069 (Nov. 1. 2005). 6.08 Rights and Duties of Housing Authority. Housing Authority agrees to timely commence and pursue its evaluation of the Project Site hereunder in good faith; provided, however, at any time, [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS Housing Authority may cease such evaluations and terminate this Agreement as provided in Section 6.04(b). 6.09 Conditions to Closing. (a) The obligation of Housing Authority to purchase the Project Site is subject to the following ("Conditions to Closing") unless waived by the Housing Authority on or before the Closing Date: (1) Housing Authority's purchase of the Project Site is contingent upon Housing Authority obtaining approval of the Application, resulting in a site plan approval of the Project for no fewer than 173-unit apartment development units to be located on the Project Site, composed of 18 units at 80% Area Median Income (“AMI”) or less; 49 units at 100% AMI or less; and 106 units at 120% AMI or less that includes 275 parking units, with a minimum of 40 parking spaces open to the public between the hours of 8 am to 8 pm, as contemplated by the Narrative and Vision Statement of the Proposal and this Agreement and the operations and management agreement defined in Section 3.06(b), and constructed substantially in accordance with the Project Plans and Specifications. (2) The representations and warranties of Agency set forth herein being true on and as of the Closing Date with the same force and effect as if such representations and warranties were made on and as of the Closing Date. (3) The Project shall be in compliance with the zoning, land use and concurrency requirements for the Project for no fewer than 173-unit apartment development units to be located on the Project Site, composed of 18 units at 80% Area Median Income (“AMI”) or less; 49 units at 100% AMI or less; and 106 units at 120% AMI or less that includes 275 parking units, with a minimum of 40 parking spaces open to the public between the hours of 8 am to 8 pm, as contemplated by the Narrative and Vision Statement of the Proposal and this Agreement. (4) Housing Authority obtaining financing for construction of the Project on commercially reasonable terms. (5) Housing Authority obtaining government financial assistance for construction of the Project, including $3,460,000.00 from Pinellas County for the purchase of the Project Site; $2,200,000.00 from Pinellas County in Pinellas Penny IV Economic Grant monies; and $880,000.00 from the City in City HOME loan monies. (6) Housing Authority obtaining a 99-year land lease with Pinellas County on terms acceptable to the Housing Authority and the Agency. (7) The completion of the Pre-construction Site Work. In the event the Conditions to Closing are not satisfied on or before the Closing Date, as hereinafter defined, Housing Authority may terminate this Agreement as set forth in Section 12.05 or may, at Housing Authority's option, extend the Closing Date for three (3) months to permit the Agency to satisfy the Conditions to Closing that are within the Agency’s control. (b) The obligation of the Agency to convey the Project Site to the Housing Authority (or the Land Trust, as applicable) is subject to the following unless waived by the Agency on or before the Closing Date: (1) The representations and warranties of the Developer set forth in Section 10.01 and the Housing Authority set forth in Section 10.03 being true on and as of the Closing Date with the same force and effect as if such representations and warranties were made on and as of the Closing Date. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (2) Neither the Developer nor the Housing Authority is then in default of this Agreement as provided in Section 12.01. (3) The Agency shall have approved the Project Plans and Specifications. (4) The City shall have approved the Site Plan for the Project for no fewer than 171-unit apartment development units to be located on the Project Site, composed of 18 units at 80% Area Median Income (“AMI”) or less; 49 units at 100% AMI or less; and 104 units at 120% AMI or less that includes 260 parking units, with a minimum of 40 parking spaces open to the public between the hours of 8 am and 8 pm, as contemplated by the Narrative and Vision Statement of the Proposal and this Agreement, and constructed substantially in accordance with the Project Plans and Specifications. 6.10 Closing. Provided all conditions to conveyance of the Project Site have been satisfied, the Housing Authority shall purchase the Project Site on or before the date which is 30 days after issuance of all Building Permits (herein referred to as the "Closing Date"). The parties may mutually agree to change the Closing Date, provided however that in no instance shall the Closing Date occur later than March 31, 2023. 6.11 Closing Procedure. (a) At closing, the Agency shall convey to Housing Authority by special warranty deed, in the form attached hereto as Exhibit "C", title in fee simple to the Project Site, free and clear of any and all liens, encumbrances, conditions, easements, assessments, restrictions except those permitted in this Agreement and the Permitted Exceptions. Notwithstanding the foregoing, the Housing Authority may direct the Agency to transfer the Project Site directly to the [Land Trust]. (b) At closing, the Agency shall execute and deliver an Affidavit of No Liens in a form satisfactory to Title Company and Housing Authority, so as to cause Title Company to remove the "gap," unrecorded easements and other standard exceptions from the Title Commitment including the construction liens and parties in possession. (c) At closing, the Agency shall deliver to Title Company and Housing Authority a certified copy of the organic document (e.g., the ordinances and resolutions) and all amendments thereto, that legally formed Agency and/or pursuant to which Agency holds title to the Project Site, along with evidence satisfactory to Title Company of Agency's authority to execute and deliver the documents necessary or advisable to consummate the transaction contemplated hereby. (d) At closing, the Agency shall deliver all other items set forth in Schedule B-1 of the Title Commitment (other than those that relate solely to the Housing Authority or the Land Trust) and such further instruments as may be required by Housing Authority, Housing Authority’s counsel or the Title Company to vest in Housing Authority (or the Land Trust, as applicable) title of the Project Site as provided herein, all at Agency's expense. (e) The Project Site is currently exempt from ad valorem real estate taxes. Commencing on the Closing Date, Housing Authority shall be responsible for all ad valorem real estate taxes on the Project Site and any personal property taxes. (f) Agency shall pay all special assessments and taxes, interest and penalties levied against the Project Site prior to the Closing Date. (g) Agency has terminated all original leases, if any, for the Project Site or any part thereof and all tenants will have vacated the Project Site by the Closing Date. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (h) Agency shall deliver to Housing Authority all original documents pertaining to the Project Site including licenses and permits, if any. (i) The Housing Authority shall pay for all documentary stamps and transfer taxes, if any, for the deed, and for the preparation, recording and documentary stamps for all closing documents, lien releases and title curative instruments, its own attorney's fees,[the premiums for the owner's title insurance policy, and for recording the deed and all other closing costs and expenses. (j) Closing shall be conducted by Squire Patton Boggs (US) LLP, as agent of Fidelity National Title Insurance Company. 6.12 Possession. Possession of the Project Site shall pass upon completion of the closing. 6.13 Condition of Title. Title to the Project Site at the time of conveyance shall be free of all liens, restrictions, easements, encroachments and encumbrances of any nature whatsoever except the following (the "Permitted Exceptions"): (a) Real estate taxes for the year of closing and subsequent years that are a lien but not yet due and payable. (b) Comprehensive land use planning, zoning and building ordinances, regulations and requirements adopted by governmental or municipal authority having jurisdiction. (c) Those additional exceptions as contained in the Title Commitment to be delivered by Agency to Housing Authority at closing which Housing Authority, in its sole and absolute discretion, has elected to accept. 6.14 Covenants, Warranties and Representations. Agency hereby covenants, warrants and represents to Housing Authority that: (a) The title of Agency to the Project Site hereby sold is absolute, good and marketable and free and clear of all liens and encumbrances except for the Permitted Exceptions. (b) Agency will have the full legal power to own and convey the Project Site as provided for herein, following conveyance to the Agency of that portion of the property owned by the City. (c) There are no legal proceedings pending, threatened or contemplated against Agency or the City in any court, tribunal or administrative agency which affect the Project Site or which give or will give rise to any claims or liens against the Project Site or affect Agency's right to transfer the Project Site. (d) There are no rights of possession, use, rights of first refusal or otherwise to the Project Site outstanding in third persons by reason of unrecorded leases, land contracts, sale contracts, options or other documents. (e) No work has been performed or is in progress on or at the Project Site and no materials have been furnished to Agency or the Project Site or any portion thereof which after closing could give rise to any mechanics', materialmen, or other liens, and at the closing, Agency shall furnish to Housing Authority an affidavit attesting to the absence of any such liens or rights to liens. (f) No assessment for public improvements or otherwise has been made against the Project Site which remain unpaid, including without limitation, any special assessments or those for construction of water, sewer, gas and electric lines, nor have any been proposed. (g) Agency has no information or knowledge of any change contemplated in the applicable laws, ordinances or restrictions, or any judicial or administrative action, or any action by adjacent land [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS owners or natural or artificial conditions upon the Project Site which would prevent, limit, impede or make more costly the present or proposed use of the Project Site, provided, however, the City is in the process of adopting amendments to the land development code, but, if adopted, it will not adversely affect the proposed use or contemplated development of the Project Site. (h) From and after the date hereof, Agency shall refrain from (1) making any material changes on or about the Project Site; (2) creating and incurring or permitting to exist any mortgage, lien, pledge or other encumbrance in any way affecting the Project Site; or (3) committing any waste or nuisance on the Project Site. (i) From and after the date hereof, and at any time prior to transfer of title to Housing Authority, Agency shall not grant, sell or convey any interest in the Project Site, including easements or rights of way, to any person, corporation (public or private), governmental body or political subdivision without the written permission of Housing Authority. (j) (1) Compliance with Environmental Law. Agency has: (I) materially complied with all applicable Environmental Law; and (ii) not received any notice of alleged outstanding violation of Environmental Law, nor does Agency have knowledge of any facts or circumstances that could constitute such a violation. To the best of Agency's knowledge, there are no Hazardous Substances on, above, within, underneath or in groundwater underlying the Property which exceed applicable standards under any Environmental Law, other than the contaminants described in the Phase II ESA. (2) Definitions. For purposes of this Article 7, the terms in this paragraph (2) shall have the following meanings: (i) "Hazardous Substances" means any substance or material: (a) identified in Section 101 of the Comprehensive Environmental Response, Compensation and Liability Act of 1980, 42 U.S.C. §9601, as the same may be amended from time to time; or (b) determined to be toxic, a pollutant or contaminant, under Federal, state or local statute, law, ordinance, rule or regulation or judicial or administrative order or decision, as same may be amended from time to time, including but not limited to (i) hazardous wastes as identified pursuant to the Resource Conversation and Recovery Act, 42 U.S.C. §6901, et seq., as the same may be amended from time to time, or (ii) pollutants, petroleum and petroleum products as defined in either Chapter 403 or Chapter 376, Florida Statutes, as the same may be amended from time to time. (ii) "Environmental Law" means any Federal, state or local statutory or common law relating to pollution or protection of the environment, including without limitation, any common law of nuisance or trespass, and any law or regulation relating to emissions, discharges, releases or threatened releases of Hazardous Substances into the environment (including without limitation, ambient air, surface water, groundwater, land surface or subsurface strata) or otherwise relating to the manufacture, processing, distribution, use, treatment, storage, disposal, transport or handling of Hazardous Substances. (k) Agency has no knowledge of any adverse fact relating to the physical condition of the Project Site or any portion thereof which has not been specifically disclosed in writing to Housing Authority, including without limitation landfills, hazardous wastes, fault lines, sinkholes or other geological conditions or adverse soil conditions. (l) Agency has no knowledge that any commitments have been made to any governmental authority, utility company, school board, church or other religious body, homeowners' association, or any other organization, group or individual relating to the Project Site which would impose an obligation upon Housing Authority or its successors or assigns to make any contributions or dedications of money or land or to construct, install or maintain any improvements of a public or private nature on or off the Project Site. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (m) There are no facts known to Agency materially affecting the value of the Project Site which are not readily observable by Housing Authority or which have not been disclosed to Housing Authority or identified by Housing Authority in its site investigation. (n) There exists no violation of any requirement or condition to current zoning or land use classifications applicable to the Project Site. (o) The Project Site is not included in any national, state, county or municipal historic registry or similar classification, nor does the Project Site include any historical or archeological artifacts. (p) The Agency has full power and authority to enter into this Agreement and consummate the transactions contemplated hereby and neither this Agreement nor the consummation of the transactions contemplated hereby will constitute a violation of any order, rule, regulation, agreement or instrument or any charter or organizational documents to which the Agency is subject. No further approvals or consents by third parties or governmental bodies are required in order for the Agency to enter into this Agreement and consummate the transactions contemplated hereby. (q) The covenants, representations and warranties of the Agency as contained herein shall be true and correct as of the Closing Date and shall survive the closing of this transaction. 6.15 Condemnation. In the event that prior to the Closing Date, all or any portion of the Project Site or any rights or easements therein shall be taken by condemnation or rights of eminent domain or like process, or shall be threatened therewith, and the same, in Housing Authority's reasonable opinion, would have a materially adverse impact upon Housing Authority's use of the Project Site, Housing Authority shall, within fifteen (15) days after having received notice thereof from Agency, elect in writing to either (a) continue this Agreement in full force and effect, notwithstanding such taking or threatened taking, in which case Housing Authority shall be required to continue the purchase of the Project Site, in which event Agency shall assign or pay to Housing Authority the applicable portion of the proceeds payable under such condemnation proceedings, (b) delete the portion of the Project Site condemned or threatened to be condemned from this Agreement, with a proportionate reduction in the Purchase Price, or (c) terminate this Agreement. 6.16 Real Estate Commission. The Housing Authority, the Developer and Agency represent that they have not used any brokerage services with respect to the conveyance of the Project Site to the Developer as herein contemplated. The Agency, the Housing Authority and the Developer shall each hold the other harmless and indemnify the other party, its respective successors, assigns, employees, directors and agents from any and all costs, damages, liabilities and expenses, including reasonable attorney's fees, incurred by reason of any claim for fee or commission of any kind based on the sale contemplated herein. 6.17 Maintenance of Project Site. Prior and up to the Closing Date during its continued possession, the Agency shall maintain the Project Site in good order. 6.18 Radon Gas Notice. (a) As required by Section 404.056(5), Florida Statutes, the following notice is hereby given to the Housing Authority as the prospective purchaser of the Project Site, which may have buildings located thereon, and the Housing Authority acknowledges receipt of such notice: "Radon Gas: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit." [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 6.19 Assignability. [Prior and up to the Closing Date, the Housing Authority shall have the right to assign the right to purchase the Project Site to a land trust to be created by Pinellas County, Florida.] 6.20 Attorney’s Fees. In the event of any litigation between the parties arising out of this Agreement, the prevailing party shall be entitled to recover all costs and attorney fees incurred, such costs and fees to include without limitation reasonable attorney and paralegal fees incurred in related investigations, negotiations, trial, on appeal, and in any bankruptcy proceedings. ARTICLE 7. CONSTRUCTION OF THE PROJECT. 7.01 Site Clearance. The Developer and the Agency shall be responsible for clearance of the Project Site and the other Pre-Construction Site Work such that it is in a condition ready for Commencement of Construction as of the Commencement Date. Permits issued by the City for pre-construction activities on the Project Site, including site clearance, shall not be considered a Building Permit for purposes of this Agreement. 7.02 Construction of the Project. (a) The Housing Authority shall construct the Project on the Project Site substantially in accordance with the Project Plans and Specifications. Subject to Unavoidable Delay and the terms and conditions in this Agreement, the Housing Authority shall Commence Construction of the Project no later than 30 days after the Closing Date. (b) All obligations of the Housing Authority with respect to commencement, continuation and completion of construction of the Project shall be subject to delays and extensions from time to time for Unavoidable Delay. The Housing Authority shall not be deemed to be in default of this Agreement to the extent construction or completion of the Project, or any part thereof, is not complete by reason of Unavoidable Delay. (c) For purposes of this Agreement, "completion," "complete," "substantially complete" or "substantial completion" means, that a Certificate of Occupancy for each residential building has been issued by the City. (d) (1) Commencing on the fifteenth (15th) day of the calendar month following the calendar month in which the Commencement Date occurs and continuing until the Completion Date, the Housing Authority shall make quarterly reports to the Agency in such detail and in such form as may reasonably be requested by the Agency as to the actual progress of the construction of the Project. (2) If the Agency reasonably believes adequate progress in the construction of the Project is not being made, the Agency shall give written notice to the Housing Authority that adequate progress is apparently not being made in the Project and Housing Authority shall have a period of ten (10) business days after receipt of such notice in which to respond to Agency as to why adequate progress is or is not being made toward completion of the Project. (e) (1) The Housing Authority agrees that each contract between the Housing Authority and a Contractor for the Project shall provide, among other things, that: (i) notice shall be given to the Agency of any material defaults thereunder by the Housing Authority or the Contractor; and (ii) in the event of a material breach by the Housing Authority of such contract that is not being contested by the Housing Authority, the Agency shall have the right, but not the obligation, to cure any defaults by the Housing Authority under such contract without penalty to the Agency or stoppage of the work. (2) If the Agency elects to cure a material default by the Housing Authority under a contract between the Housing Authority and a Contractor, upon receipt of a notice to that effect from the Agency, the Housing Authority shall immediately deliver to the Agency all plans, specifications, drawings, contracts and addenda thereto pertaining to the construction of that part [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS of the Project which are in its possession or control (and shall instruct the Project Professionals and any other persons in possession or control of such plans, specifications, drawings and contracts to deliver them to the Agency). (3) The right of the Agency to cure any default by the Housing Authority as provided in paragraph (1) above shall be subject and subordinate to the right of the Construction Lender to cure such default. 7.03 [Intentionally Deleted]. 7.04 Completion Certificate. (a) (1) Upon the substantial completion of the construction of the Project in accordance with the provisions of this Article 7 (particularly including subsection 7.02(c)), the Housing Authority shall prepare and execute the Completion Certificate, which shall then be delivered to the Agency. Upon receipt of the Completion Certificate, the Agency shall promptly and diligently proceed to determine if construction has been completed substantially in accordance with the Project Plans and Specifications and this Agreement. Upon making such a determination the Agency shall execute the Completion Certificate and return it to the Housing Authority. The date of the Completion Certificate shall be the date when the last of the parties shall have executed the Completion Certificate. (2) The Completion Certificate shall constitute a conclusive determination by the parties hereto of the satisfaction and termination of the obligations of the Housing Authority hereunder to construct the Project; provided, however, that nothing in this Section 7.05 shall be a waiver of the rights, duties, obligations or responsibilities of the City or any other governmental entity acting in its regulatory or governmental capacity or an approval of said construction for purposes of the issuance of a certificate of occupancy for the Project. (3) The parties agree that it is their intent that the review by the Agency for purposes of the Completion Certificate determination pursuant to this Section 7.05 is not to be an additional or duplicate inspection over and above that required for purposes of the Building Permit, including the issuance of a certificate of occupancy. The Agency agrees that for purposes of determining if the Project has been substantially completed in accordance with the Project Plans and Specifications, the issuance of a certificate of occupancy shall be a conclusive determination of substantial completion for purposes of this subsection (a) and, if such certificate of occupancy has been determined to have been issued, then the Agency agrees to execute the Completion Certificate. (b) If the Agency shall refuse or fail to execute the Completion Certificate after receipt of a request by the Housing Authority to do so, then the Agency shall, within ten (10) days after its receipt of such request, provide the Housing Authority with a written statement setting forth in reasonable detail the reason(s) why the Agency has not executed the Completion Certificate and what must be done by the Housing Authority to satisfy such objections so that the Agency would sign the Completion Certificate. Upon the Housing Authority satisfying the Agency's objections, then the Housing Authority shall submit a new request to the Agency for execution of the Completion Certificate and that request shall be considered and acted upon in accordance with the procedures in paragraph (a)(1) for the original request. (c) The Completion Certificate shall be in a form sufficient to be recorded in the public records of Pinellas County, Florida. After execution by the Agency, it shall be promptly returned to the Housing Authority who shall record the Completion Certificate in the public records of Pinellas County, Florida, and pay the cost of such recording. 7.05 Agency Not in Privity with Contractors. The Agency shall not be deemed to be in privity of contract with any Contractor or provider of goods or services with respect to the construction of the Project. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS ARTICLE 8. INSURANCE. 8.01 Insurance Requirements Generally. (a) The Housing Authority agrees to purchase and maintain (or cause its construction Contractor to purchase and maintain) in full force and effect such insurance policies with coverages generally applicable to projects in the State of Florida and Pinellas County similar in size and scope to the Project. All insurance shall be obtained from financially responsible insurance companies either duly authorized under the laws of the State of Florida to do insurance business in the State of Florida (or subject to legal process in the State of Florida) and shall be issued and countersigned by duly authorized representatives of such companies for the State of Florida. (b) The insurance coverages and limits shall be evidenced by properly executed certificates of insurance, copies of which shall be provided to the Agency during the term of this Agreement. No less than thirty (30) days written notice by registered or certified mail must be given by the Housing Authority to the Agency of any cancellation, intent not to renew, or reduction in the policy coverages. (c) Nothing in this Agreement is intended or shall be deemed to be designed by the Agency as a recommended insurance program for the Housing Authority. (d) (1) The Housing Authority alone shall be responsible for the sufficiency of its own insurance program. The Agency will in no way be responsible to the Housing Authority or any other party for any inadequacy of the Housing Authority's overall insurance program. (2) The Agency shall be responsible for the sufficiency of its insurance program. The Housing Authority will in no way be responsible to the Agency or any other party for any inadequacy of the Agency's overall insurance program. 8.02 No Waiver of Sovereign Immunity. Nothing in this Article 8 is intended or shall be deemed to constitute a waiver in whole or in part of any sovereign immunity applicable to and that may be asserted by the Housing Authority, the City or the Agency. ARTICLE 9. INDEMNIFICATION. The Developer shall defend, indemnify, and hold harmless the Agency and the Housing Authority, their respective officers, agents, and employees from and against any and all claims of loss, liability and damages of whatever nature, to persons and property, including, without limiting the generality of the foregoing, death of any person and loss of the use of any property, caused by its intentional actions or negligence in regard to the Developer’s performance of its services under this Agreement. Nothing herein shall be construed as consent by the Agency or the Housing Authority to be sued by third parties, or as a waiver or modification of the provisions or limits of Section 768.28, Florida Statutes or the Doctrine of Sovereign Immunity. ARTICLE 10. REPRESENTATIONS, WARRANTIES AND COVENANTS OF THE DEVELOPER AND HOUSING AUTHORITY. 10.01 Representations and Warranties of Developer. The Developer represents and warrants to the Agency and the Housing Authority that each of the following statements is currently true and accurate and agrees the Agency and the Housing Authority may rely upon each of the following statements: (a) The Developer is a Florida Limited Liability Company duly organized and validly existing under the laws of the State of Florida, has all requisite power and authority to carry on its business as now conducted, to own or hold its properties and to enter into and perform its obligations hereunder and under each document or instrument contemplated by this Agreement to which it is or will be a party and has consented to service of process upon a designated agent for service of process in the State of Florida. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (b) This Agreement and, to the extent such documents presently exist in form accepted by the Agency, the Housing Authority and the Developer, each document contemplated or required by this Agreement to which Developer is or will be a party have been duly authorized by all necessary action on the part of, and have been or will be duly executed and delivered by, the Developer, and neither the execution and delivery thereof, nor compliance with the terms and provisions thereof or hereof: (1) requires the approval and consent of any other party, except such as have been duly obtained or as are specifically noted herein, (2) contravenes any existing law, judgment, governmental rule, regulation or order applicable to or binding on the Developer, (3) contravenes or results in any breach of, default under or, other than as contemplated by this Agreement, results in the creation of any lien or encumbrance upon any property of the Developer under any indenture, mortgage, deed of trust, bank loan or credit agreement, the Developer's articles of organization, or, any other agreement or instrument to which the Developer is a party or by which the Developer may be bound. (c) This Agreement and, to the extent such documents presently exist in form accepted by the Agency, the Housing Authority and the Developer, each document contemplated or required by this Agreement to which the Developer is or will be a party constitutes, or when entered into will constitute, a legal, valid and binding obligation of the Developer enforceable against the Developer in accordance with the terms thereof, except as such enforceability may be limited by applicable bankruptcy, insolvency or similar laws from time to time in effect which affect creditors' rights generally and subject to usual equitable principles in the event that equitable remedies are involved. (d) There are no pending or, to the knowledge of the Developer, threatened actions or proceedings before any court or administrative agency against the Developer, or against any controlling shareholder, officer, employee or agent of the Developer, which question the validity of this Agreement or any document contemplated hereunder, or which are likely in any case, or in the aggregate, to materially adversely affect the consummation of the transactions contemplated hereunder or the financial condition of the Developer. (e) The Developer has filed or caused to be filed all federal, state, local and foreign tax returns, if any, which were required to be filed by the Developer, and has paid, or caused to be paid, all taxes shown to be due and payable on such returns or on any assessments levied against the Developer. (f) All financial information and other documentation, including that pertaining to the Project or the Developer, delivered by the Developer to the City and the Agency, was, on the date of delivery thereof, true and correct. (g) The principal place of business and principal executive offices of the Developer are at 5403 W. Gray St. Tampa, Florida 33609, and, until the expiration or termination of this Agreement, the Developer will keep original or duplicate records concerning the Project (such as construction contracts, financing documents and corporate documents) and all contracts, licenses and similar rights relating thereto at its office located at 5403 W. Gray St. Tampa, Florida 33609, copies of which shall be made available to Agency upon 48 business hours' written notice. (h) As of the Closing Date, the Developer will have the financial capability to carry out its obligations and responsibilities in connection with the services to be provided by the Developer as contemplated by this Agreement. (i) The Developer (with the assistance of its Project Professionals) has the experience, expertise, and capability to provide the services to be provided by the Developer, as provided herein, as requested or directed by the Housing Authority. 10.02 Covenants of Developer. The Developer covenants with the Agency and the Housing Authority that until the earlier of the Termination Date or the Expiration Date: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (a) The Developer shall timely perform or cause to be performed all of the obligations contained herein which are the responsibility of the Developer to perform. (b) During each year this Agreement and the obligations of the Developer under this Agreement shall be in effect, the Developer shall cause to be executed and to continue to be in effect those instruments, documents, certificates, permits, licenses and approvals and shall cause to occur those events contemplated by this Agreement that are applicable to, and that are the responsibility of, the Developer. (c) The Developer shall assist and cooperate with the Agency and the Housing Authority to accomplish the development of the Project by the Housing Authority in accordance with this Agreement and the Project Plans and Specifications and will not violate any laws, ordinances, rules, regulations, orders, contracts or agreements that are or will be applicable thereto, including the Plan, the Act and the Housing Authority Laws. (d) The Developer shall comply with all provisions of the financing documents for any Construction Financing. (e) Subsequent to the Effective Date, the Developer shall maintain its financial capability to undertake and provide the services to be provided by the Developer hereunder and shall promptly notify the Agency and the Housing Authority of any event, condition, occurrence, or change in its financial condition which materially adversely affects, or with the passage of time is likely to adversely affect, the Developer's financial capability to successfully perform its obligations hereunder with respect to the Project as contemplated hereby. (f) Subject to and except as permitted by Section 15.01, the Developer shall maintain its existence, will not dissolve or substantially dissolve all of its assets and will not consolidate with or merge into another corporation, limited partnership, or other entity without the prior approval of the Agency and the Housing Authority, unless the Developer is the surviving entity or retains a controlling interest in the consolidated or merged corporation, in which case no consent by Agency shall be required. In any event, prior to the expiration or termination of this Agreement, the Developer, will promptly notify the Agency of any changes to the existence or form of the limited liability company of Developer. (g) The Developer shall not sell, lease, transfer or otherwise dispose of all or substantially all its assets without adequate consideration and will otherwise take no action which shall have the effect, singularly or in the aggregate, of rendering Developer unable to continue to observe and perform the covenants, agreements, and conditions hereof and the performance of all other obligations required by this Agreement. (h) Except for the removal of any structures, plants, items or other things from the Project Site after the Closing Date necessary for construction of the Project to commence and continue, the Developer shall not permit, commit, or suffer any waste or impairment of the Project Site prior to the earlier of the Termination Date or the Expiration Date. (i) Provided all conditions precedent thereto have been satisfied or waived as provided herein, the Developer shall assist the Housing Authority to design, construct and complete the Project such that it is substantially complete as set forth in Section 4.06 of this Agreement. 10.03 Representations and Warranties of the Housing Authority. The Housing Authority represents and warrants to the Agency that each of the following statements is currently true and accurate and agrees the Agency may rely upon each of the following statements: (a) The Housing Authority is a public housing authority created and validly existing under Chapter 421, Part I, Florida Statutes, has all requisite power and authority to carry on its business as now conducted, to own or hold its properties and to enter into and perform its obligations hereunder and under [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS each document or instrument contemplated by this Agreement to which it is or will be a party and has consented to service of process upon a designated agent for service of process in the State of Florida. (b) This Agreement and, to the extent such documents presently exist in form accepted by the Agency, each document contemplated or required by this Agreement to which the Housing Authority is or will be a party have been duly authorized by all necessary action on the part of, and have been or will be duly executed and delivered by, the Housing Authority, and neither the execution and delivery thereof, nor compliance with the terms and provisions thereof or hereof: (1) requires the approval and consent of any other party, except such as have been duly obtained or as are specifically noted herein, (2) contravenes any existing law, judgment, governmental rule, regulation or order applicable to or binding on the Housing Authority, (3) contravenes or results in any breach of, default under or, other than as contemplated by this Agreement, results in the creation of any lien or encumbrance upon any property of the Housing Authority under any indenture, mortgage, deed of trust, bank loan or credit agreement, or any other agreement or instrument to which the Housing Authority is a party or by which the Housing Authority may be bound. (c) This Agreement and, to the extent such documents presently exist in form accepted by the Agency, each document contemplated or required by this Agreement to which the Housing Authority is or will be a party constitutes, or when entered into will constitute, a legal, valid and binding obligation of the Housing Authority enforceable against the Housing Authority in accordance with the terms thereof, except as such enforceability may be limited by applicable bankruptcy, insolvency or similar laws from time to time in effect which affect creditors' rights generally and subject to usual equitable principles in the event that equitable remedies are involved. (d) There are no pending or, to the knowledge of the Housing Authority, threatened actions or proceedings before any court or administrative agency against the Housing Authority, or against any controlling shareholder, officer, employee or agent of the Housing Authority, which question the validity of this Agreement or any document contemplated hereunder, or which are likely in any case, or in the aggregate, to materially adversely affect the consummation of the transactions contemplated hereunder or the financial condition of the Housing Authority. (e) All financial information and other documentation, including that pertaining to the Project or the Housing Authority, delivered by the Housing Authority to the City and the Agency, was, on the date of delivery thereof, true and correct. (f) The principal place of business and principal executive offices of the Housing Authority are at 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761, and, until the expiration or termination of this Agreement, if not kept at the offices of the Developer, the Housing Authority will keep original or duplicate records concerning the Project (such as construction contracts, financing documents and corporate documents) and all contracts, licenses and similar rights relating thereto at its office located at 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761, copies of which shall be made available to Agency upon 48 business hours' written notice. (g) As of the Closing Date, the Housing Authority will have the financial capability to carry out its obligations and responsibilities in connection with the development of the Project as contemplated by this Agreement, including the purchase of the Project Site from the Agency as contemplated by Article 6. (h) The Housing Authority (with the assistance of its Project Professionals and the Developer) has the experience, expertise, and capability to develop, cause the construction, and complete the Project and, oversee and manage the design, planning, construction, and completion of the Project, as provided herein, as requested or directed by the Housing Authority. 10.04 Covenants of the Housing Authority. The Housing Authority covenants with the Agency and the Housing Authority that until the earlier of the Termination Date or the Expiration Date: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (a) The Housing Authority shall timely perform or cause to be performed all of the obligations contained herein which are the responsibility of the Housing Authority to perform. (b) During each year this Agreement and the obligations of the Housing Authority under this Agreement shall be in effect, the Housing Authority shall cause to be executed and to continue to be in effect those instruments, documents, certificates, permits, licenses and approvals and shall cause to occur those events contemplated by this Agreement that are applicable to, and that are the responsibility of, the Housing Authority. (c) The Housing Authority shall assist and cooperate with the Agency and the Housing Authority to accomplish the development of the Project by the Housing Authority in accordance with this Agreement and the Project Plans and Specifications and will not violate any laws, ordinances, rules, regulations, orders, contracts or agreements that are or will be applicable thereto, including the Plan, the Act and the Housing Authority Laws. (d) The Housing Authority shall comply with all provisions of the financing documents for any Construction Financing. (e) Subsequent to the Effective Date, the Housing Authority shall maintain its financial capability to develop, construct and complete the Project and shall promptly notify the Agency of any event, condition, occurrence, or change in its financial condition which materially adversely affects, or with the passage of time is likely to adversely affect, the Housing Authority's financial capability to successfully perform its obligations hereunder with respect to the Project as contemplated hereby. (f) The Housing Authority shall promptly cause to be filed when due all federal, state, local and foreign tax returns required to be filed by it and shall promptly pay when due any tax required thereby so as to avoid an uncured tax lien against the Project Site. (g) Subject to and except as permitted by Section 15.01, the Housing Authority shall maintain its existence, will not dissolve or substantially dissolve all of its assets. (h) The Housing Authority shall not sell, lease, transfer or otherwise dispose of all or substantially all its assets without adequate consideration and will otherwise take no action which shall have the effect, singularly or in the aggregate, of rendering Housing Authority unable to continue to observe and perform the covenants, agreements, and conditions hereof and the performance of all other obligations required by this Agreement. (i) Except for the removal of any structures, plants, items or other things from the Project Site after the Closing Date necessary for construction of the Project to commence and continue, the Housing Authority shall not permit, commit, or suffer any waste or impairment of the Project Site prior to the earlier of the Termination Date or the Expiration Date. (j) Provided all conditions precedent thereto have been satisfied or waived as provided herein, the Housing Authority shall design, construct and complete the Project such that it is substantially complete as set forth in Section 4.06 of this Agreement. 10.05 Covenant: Nondiscrimination. The Housing Authority covenants by and for itself and any successors in interest that there shall be no discrimination against or segregation of any person or group of persons on account of race, color, creed, religion, sex, marital status, ancestry or national origin in the marketing, sale, lease, sublease, transfer, use, occupancy, tenure or enjoyment of the Project Site, nor shall the Housing Authority itself or any person claiming under or through it establish or permit any such practice or practices of discrimination or segregation with reference to the selection, location, number, use or occupancy of tenants, lessees, subtenants, sub lessees or vendees of the Project Site. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 10.06 Survival. The representations, warranties and covenants of Developer as contained in Section 10.01 and 10.02 and the Housing Authority as contained in Section 10.03 and 10.04 hereof shall survive the conveyance of the Project Site by the Agency. The representations, warranties and covenants of Housing Authority as contained in Section 10.05 hereof shall survive the conveyance of the Project Site and Termination or Expiration and shall ultimately terminate on December 31, ____. ARTICLE 11. REPRESENTATIONS, WARRANTIES AND COVENANTS OF THE AGENCY. 11.01 Representations and Warranties. The Agency represents and warrants to the Developer that each of the following statements is currently true and accurate and agrees that the Developer may rely on each of the following statements: (a) The Agency is a validly existing body corporate and politic of the State of Florida, is the duly created community redevelopment agency of the City under Part III, Chapter 163, Florida Statutes (known as the Community Redevelopment Act of 1969), has all requisite corporate power and authority to carry on its business as now conducted and to perform its obligations hereunder and under each document or instrument contemplated by this Agreement to which it is or will be a party. (b) This Agreement and, to the extent such documents presently exist in form accepted by the Agency and the Developer, each document contemplated or required by this Agreement to which the Agency is or will be a party have been duly authorized by all necessary action on the part of, and have been or will be duly executed and delivered by, the Agency, and neither the execution and delivery thereof, nor compliance with the terms and provisions thereof or hereof (1) requires the approval and consent of any other party, except such as have been duly obtained or as are specifically noted herein, (2) contravenes any existing law, judgment, governmental rule, regulation or order applicable to or binding on the Agency, (3) contravenes or results in any breach of, or default under or, other than as contemplated by this Agreement, results in the creation of any lien or encumbrance upon any property of the Agency under any indenture, mortgage, deed of trust, bank loan or credit agreement, applicable ordinances, resolutions or, on the date of this Agreement, any other agreement or instrument to which the Agency is a party, specifically including any covenants of any bonds, notes, or other forms of indebtedness of the Agency outstanding on the Effective Date. (c) This Agreement and, to the extent such documents presently exist in form accepted by the Agency and the Developer, each document contemplated or required by this Agreement to which the Agency is or will be a party constitute, or when entered into will constitute, legal, valid and binding obligations of the Agency enforceable against the Agency in accordance with the terms thereof, except as such enforceability may be limited by public policy or applicable bankruptcy, insolvency or similar laws from time to time in effect which affect creditors' rights generally and subject to usual equitable principles in the event that equitable remedies are involved. (d) There are no pending or threatened actions or proceedings before any court or administrative agency against the Agency, or against any officer of the Agency, which question the validity of any document contemplated hereunder, or which are likely in any case, or in the aggregate, to materially adversely affect the consummation of the transactions contemplated hereunder or the financial condition of the Agency. 11.02 Covenants. The Agency covenants with the Developer that until the earlier of the Termination Date or the Expiration Date: (a) The Agency shall timely perform or cause to be performed all the obligations contained herein which are the responsibility of the Agency to perform. (b) During each year that this Agreement and the obligations of the Agency under this Agreement shall be in effect, the Agency shall cause to be executed and to continue to be in effect those [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS instruments, documents, certificates, permits, licenses and approvals, and shall cause to occur those events contemplated by this Agreement that are applicable to and are the responsibility of the Agency. (c) The Agency shall assist and cooperate with the Housing Authority and the Developer to accomplish the development of the Project in accordance with this Agreement and the Project Plans and Specifications, will carry out its duties and responsibilities contemplated by this Agreement, and will not violate any laws, ordinances, rules, regulations, orders, contracts, or agreements that are or will be applicable thereto, and, to the extent permitted by law, the Agency will not enact or adopt or urge or encourage the adoption of any ordinances, resolutions, rules, regulations or orders or approve or enter into any contracts or agreements, including issuing any bonds, notes, or other forms of indebtedness, that will result in any provision of this Agreement to be in violation thereof. (d) The Agency shall not request or recommend any rezoning of the Project Site, or any part thereof, which will prevent or adversely affect the development of the Project. (e) The Agency shall not knowingly take any other action that would adversely impact the development of the Project. (f) The Agency to the best of its ability, shall maintain its financial capability to carry out its responsibilities as contemplated by this Agreement and shall notify the Housing Authority of any event, condition, occurrence, or change in its financial condition that adversely affects, or with the passage of time is likely to adversely affect, the Agency's financial capability to carry out its responsibilities contemplated hereby. 11.03 Survival. The representations, warranties and covenants of Agency as contained in Section 11.01 and 11.02 hereof shall survive the conveyance of the Project Site by the Agency. ARTICLE 12. DEFAULT; TERMINATION. 12.01 Default by Housing Authority. (a) Provided the Agency is not then in default of this Agreement under Section 12.02 hereof, the occurrence of the following after the Effective Date shall constitute an event of default by Housing Authority ("Housing Authority Event of Default"): (1) The Housing Authority shall fail to perform or comply with any material provision of this Agreement applicable to it within the time prescribed therefor; provided, however, that suspension of or delay in performance by the Housing Authority during any period in which the Agency is in default of this Agreement as provided in Section 12.02 hereof will not constitute a Housing Authority Event of Default under this subsection. (b) (1) If a Housing Authority Event of Default shall remain uncured thirty (30) days after written notice thereof to the Housing Authority, then, in addition to any remedy available under Section 12.03, the Agency may pursue any and all legal or equitable remedies to which the Agency is entitled, including an action for declaratory or injunctive relief. In the event the Housing Authority has commenced to cure the Housing Authority Event of Default but it is of such nature that it cannot be completely cured within thirty (30) days, then Housing Authority shall have such reasonable additional time as is necessary to cure the Housing Authority Event of Default. Notwithstanding any provision in this Agreement to the contrary, if a Housing Authority Event of Default shall occur prior to the Closing Date, Agency's sole and exclusive remedy shall be to terminate this Agreement. (2) Any time periods or deadlines provided in this Agreement shall be tolled or extended by the amount of time to cure any Housing Authority Event of Default hereunder if such event affects the Agency's ability to perform by such deadline or the expiration of such period. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS 12.02 Default by the Agency. (a) Provided the Developer is not then in default under Section 12.01, there shall be an "Agency Event of Default" under this Agreement in the event the Agency shall fail to perform or comply with any material provision of this Agreement applicable to it; provided, however, that suspension of or delay in performance by the Agency during any period in which the Housing Authority is in default of this Agreement as provided in Section 12.01 hereof will not constitute an Agency Event of Default under this subsection (a). (b) If an Agency Event of Default described in subsection (a) shall occur, the Housing Authority shall provide written notice thereof to the Agency, and, after expiration of the curative period described in paragraph (b) below, may terminate this Agreement, institute an action to compel specific performance of the terms hereof by the Agency or pursue any and all legal or equitable remedies to which the Housing Authority is entitled; provided, however, if the Agency Event of Default occurs on or prior to the Closing Date, any monetary recovery by the Housing Authority in any such action shall not include any lost profits or consequential damages and shall be limited to bona fide third-party out-of-pocket costs and expenses, including reasonable attorneys' fees, incurred by the Housing Authority in connection with the negotiation of this Agreement as well as any investigation, due diligence, development, design or construction costs incurred by the Housing Authority in connection with the proposed acquisition and development of the Project Site, unless any such Agency Event of Default was willful and committed in bad faith with reckless disregard for the rights of the Housing Authority. If the Agency Event of Default occurs following the Closing Date, Housing Authority shall provide written notice thereof to the Agency, and, after the expiration of the curative period described in paragraph (c) below, may terminate this Agreement, institute an action to compel specific performance of the terms hereof by the Agency or pursue any and all legal or equitable remedies to which the Housing Authority is entitled; any monetary recovery by the Housing Authority in any such action shall include any lost profits or consequential damages in addition to reimbursement for bona fide third-party out-of-pocket costs and expenses, including reasonable attorneys' fees, incurred by the Housing Authority in connection with the negotiation of this Agreement as well as any investigation, due diligence, development, design or construction costs incurred by the Housing Authority in connection with the proposed acquisition and development of the Project Site. (c) The Housing Authority may not terminate this Agreement or institute an action described in paragraphs (a) or (b) above if the Agency cures such Agency Event of Default within thirty (30) days after receipt by the Agency of written notice from the Housing Authority specifying in reasonable detail the Agency Event of Default, or if any such Agency Event of Default is of such nature that it cannot be completely cured within such period, then within such reasonably longer period of time as may be necessary to cure such Agency Event of Default. If the Agency is proceeding diligently and in good faith to cure such Agency Event of Default, the curative period shall be extended for a period of not exceeding an additional thirty (30) days without any approval or consent of the Housing Authority being required, but such approval will be required (and shall be given or withheld in Housing Authority's sole discretion) if the curative period is to be extended beyond the aggregate of sixty (60) days after the notice of such Agency Event of Default has been given by the Housing Authority to the Agency. If the Agency shall fail to cure such Agency Event of Default within said thirty (30) day or longer period (as extended above) or ceases to proceed diligently to timely cure such Agency Event Default, then the Housing Authority may proceed with its available remedies without providing any additional notice to the Agency. (d) Any time periods or deadlines provided in this Agreement shall be tolled or extended by the amount of time to cure any Agency Event of Default hereunder if such event affects the Housing Authority's ability to perform by such deadline or the expiration of such period. 12.03 Obligations, Rights and Remedies Cumulative. Unless specifically stated herein to the contrary, the specified rights and remedies to which either the Agency or the Housing Authority are entitled under this Agreement are not exclusive and are intended to be in addition to any other remedies or means of redress to which the Agency or the Housing Authority may lawfully be entitled and are not specifically prohibited by this Agreement. The suspension of, or delay in, the performance of its obligations by the Housing Authority, while the Agency shall at such time be in default of their obligations hereunder shall not [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS be deemed to be a Housing Authority Event of Default. The suspension of, or delay in, the performance of the obligations by the Agency while the Housing Authority shall at such time be in default of its obligations hereunder shall not be deemed to be an Agency Event of Default. 12.04 Non-Action on Failure to Observe Provisions of this Agreement. The failure of the Agency or the Housing Authority to promptly or continually insist upon strict performance of any term, covenant, condition or provision of this Agreement, or any Exhibit hereto, or any other agreement, instrument or document of whatever form or nature contemplated hereby shall not be deemed a waiver of any right or remedy that the Agency or the Housing Authority may have, and shall not be deemed a waiver of a subsequent default or nonperformance of such term, covenant, condition or provision. 12.05 Termination. (a) The Housing Authority and the Agency acknowledge and agree that as of the Effective Date, certain matters mutually agreed upon by the parties hereto, which are essential to the successful development of the Project, have not been satisfied or are subject to certain conditions, legal requirements or approvals beyond the control of any of the parties hereto or which cannot be definitely resolved under this Agreement. In recognition of these events or conditions, the parties hereto mutually agree that, provided the appropriate or responsible party therefor diligently and in good faith seeks to the fullest extent of its capabilities to cause such event or condition to occur or be satisfied, the failure of the events or conditions listed in subsection (b) below to occur or be satisfied shall not constitute an event of default by any party under this Article 12, but may be the basis for a termination of this Agreement as provided in this Section 12.05. (b) In addition to any other rights of termination provided elsewhere in this Agreement, this Agreement may be terminated prior to the Closing Date as provided in subsection (c) after the occurrence of any of the following events or conditions: (1) Failure to satisfy the Conditions to Closing set forth in Section 6.09. (2) All of the Project Site is taken by the exercise of the power of eminent domain by a governmental authority (except the City or the Agency) or a person entitled to exercise such power or benefiting therefrom, or such part of the Project Site is taken by the power of eminent domain so as to render the Project, in Housing Authority's sole discretion, commercially unfeasible or unusable for its intended uses as contemplated by this Agreement. (3) The appropriate governmental authority (but not including the City in exercise of its governmental and regulatory authority and responsibility), upon petition by the Housing Authority, unduly delays or denies or fails to issue the Permits, issue the Building Permits, or approve any other land use approval necessary to Commence Construction of the Project on the Project Site. (4) A moratorium on new construction is imposed by a governmental authority within the City or Pinellas County preventing construction of the Project to commence. (5) The City or other appropriate governmental authority has issued a concurrency compliance certificate or a reservation of services capacity as described in Section 3.05 and such certificate or reservation has been revoked, repealed, superseded, or otherwise no longer of any effect or the Housing Authority is unable to rely upon such certificate or reservation, if such a certificate or reservation is required for development of the Project on the Project Site, and the Housing Authority cannot obtain a new or replacement certificate or reservation for the Project. (6) The City approves an amendment to the Plan, which is inconsistent with the Project being located on the Project Site. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (7) Utilities are not readily available at the boundaries of the Project Site at locations satisfactory to the Housing Authority by the Closing Date. (8) The amount of Impact Fee imposed with respect to the Project in a superseded Impact Fee Agreement makes the Development of the Project infeasible. (c) In the event of a termination pursuant to Section 12.05(b), none of the Housing Authority, the Developer nor the Agency shall be obligated or liable one to the other in any way, financially or otherwise, for any claim or matter arising from or as a result of this Agreement or any actions taken by the Housing Authority, the Developer and the Agency, or any of them, hereunder or contemplated hereby, and each party shall be responsible for its own costs, excluding provisions of this Agreement which specifically survive the termination of this Agreement. (d) Notwithstanding anything to the contrary contained herein, in the event that any party shall have, but shall not exercise, the right hereunder to terminate this Agreement because of the non-satisfaction of any condition specified herein, and such condition is subsequently satisfied, then the non-satisfaction of such condition shall no longer be the basis for termination of this Agreement. 12.06 Termination Certificate. (a) In the event of a termination of this Agreement for any reason prior to the Expiration Date, each of the parties hereto do covenant and agree with each other to promptly execute a certificate prepared by the party electing to terminate this Agreement, which certificate shall expressly state that this Agreement has been terminated in accordance with its terms, is no longer of any force and effect except for those provisions hereof which expressly survive termination, that the rights, duties and obligations of the parties hereto have been terminated and released (subject to those surviving provisions hereof) and that the Project Site is no longer subject to any restrictions, limitations or encumbrances imposed by this Agreement. (b) The certificate described in subsection (a) shall be prepared in a form suitable for recording and promptly after execution by all of the parties hereto shall be recorded in the public records of Pinellas County, Florida. The cost of recording the termination certificate shall be paid by the terminating party. 12.07 Remedies. All remedies provided for herein and under Florida law shall be cumulative and shall survive the technical termination of this Agreement pursuant to execution, delivery and recordation of a Termination Certificate or otherwise hereunder. ARTICLE 13. UNAVOIDABLE DELAY. 13.01 Unavoidable Delay. (a) Any delay in performance of or inability to perform any obligation under this Agreement (other than an obligation to pay money) due to any event or condition described in paragraph (2) as an event of "Unavoidable Delay" shall be excused in the manner provided in this Section 13.01. (b) "Unavoidable Delay" means any of the following events or conditions or any combination thereof: acts of God, acts of the public enemy, riot, insurrection, war, pestilence, archaeological excavations required by law, unavailability of materials after timely ordering of same, building moratoria, discovery and remediation of previously unidentified environmental contamination discovered after the Closing Date, epidemics, quarantine restrictions, freight embargoes, fire, lightning, hurricanes, earthquakes, tornadoes, floods, extremely abnormal and excessively inclement weather (as indicated by the records of the local weather bureau for a five-year period preceding the Effective Date), strikes or labor disturbances, delays due to proceedings under Chapters 73, 74 or 75, Florida Statutes, restoration in connection with any of the foregoing or any other cause beyond the reasonable control of the party performing the obligation in question, including, without limitation, such causes as may arise from the act of the other party to this [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS Agreement, or acts, inactions or delays of any governmental authority (except that acts of the Agency shall not constitute an Unavoidable Delay with respect to performance by the Agency). (c) An application by any party hereto (referred to in this paragraph (c) and in paragraph (d) as the "Applicant") for an extension of time pursuant to subsection (a) must be in writing, must set forth in detail the reasons and causes of delay, and must be filed with the other party to this Agreement within thirty (30) days following the occurrence of the event or condition causing the Unavoidable Delay or thirty (30) days following the Applicant becoming aware (or with the exercise of reasonable diligence should have become aware) of such occurrence. (d) The Applicant shall be entitled to an extension of time for an Unavoidable Delay only for the number of days of delay due solely to the occurrence of the event or condition causing such Unavoidable Delay and only to the extent that any such occurrence actually delays that party from proceeding with its rights, duties and obligations under this Agreement affected by such occurrence. ARTICLE 14. FIRE OR OTHER CASUALTY; CONDEMNATION. 14.01 Loss or Damage to Project. If economically reasonable as determined by Housing Authority, the Housing Authority covenants and agrees to diligently commence and complete the reconstruction or repair of any loss or damage caused by fire or other casualty or by eminent domain (provided the City or the Agency is not the condemning authority) to each and every part of the Project to substantially the same as existed prior to the occurrence of such loss or damage. Any reconstruction or repair of any loss or damage to the Project shall be to the standards, design, plans and specifications of the original construction unless any change therefrom is approved by the Agency. 14.02 Partial Loss or Damage to Project. Any loss or damage by fire or other casualty or exercise of eminent domain to the Project or Project Site, or any portion thereof, which does not render the Project or Project Site reasonably unusable for the use contemplated by this Agreement, shall not operate to terminate this Agreement or to relieve or discharge the Housing Authority from the timely performance and fulfillment of the Developer's obligations pursuant to this Agreement, subject to an extension of time for an Unavoidable Delay. 14.03 Notice of Loss or Damage to Project. The Housing Authority shall promptly give the Agency written notice of any significant damage or destruction to the Project stating the date on which such damage or destruction occurred, the expectations of the Housing Authority as to the effect of such damage or destruction on the use of the Project, and the proposed schedule, if any, for repair or reconstruction of the Project. If the Housing Authority determines the Project cannot be repaired or restored in an economically justifiable or other manner, then the Housing Authority shall so notify the Agency and state reasons supporting its determination. 14.04 Subject to Financing. The Housing Authority's obligations under this Article 14 are subject to the terms and conditions of the Construction Financing or any other mortgage financing in effect at the time any such obligations hereunder would otherwise be applicable. ARTICLE 15. MISCELLANEOUS. 15.01 Assignments. (a) (1) Prior to the earlier of the Termination Date or the Expiration Date, the Housing Authority may sell, convey, assign or otherwise dispose of any or all of its right, title, interest and obligations in and to the Project, or any part thereof to any person with the prior written consent of the Agency, which shall not be unreasonably withheld, provided that such party (hereinafter referred to as the "assignee"), to the extent of the sale, conveyance, assignment or other disposition by the Housing Authority to the assignee, shall be bound by the terms of this Agreement the same as the Housing Authority for such part [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS of the Project as is subject to such sale, conveyance, assignment or other disposition, except for the sale of a condominium in the ordinary course of business. (2) If the assignee of Housing Authority's right, title, interest and obligations in and to the Project, or any part thereof, assumes all of Housing Authority's obligations hereunder for the Project, or that part subject to such sale, conveyance, assignment or other disposition, then the Housing Authority shall be released from all such obligations hereunder which have been so assumed by the assignee, and the Agency agrees to execute an instrument evidencing such release, which shall be in recordable form. (b) An assignment of the Project, or any part thereof, by the Housing Authority to any corporation, limited partnership, limited liability company, general partnership, or joint venture, in which the Housing Authority is a general partner or has either the controlling interest or through a joint venture or other arrangement shares equal management rights with a financial institution and maintains such controlling interest or equal management rights for the term of this Agreement shall not be deemed an assignment or transfer subject to any restriction on or approvals of assignments or transfers imposed by this Section 15.01, provided, however, that notice of such assignment shall be given by the Housing Authority to the Agency no less than thirty (30) days prior to such assignment being effective and the assignee shall be bound by the terms of this Agreement to the same extent as would the Housing Authority in the absence of such assignment. If the Housing Authority shall at any time withdraw or be replaced as a general partner or no longer have the controlling interest or management rights as described in this subsection, then that event shall constitute an assignment of the Housing Authority's right, title, interest or obligations under this Agreement for purposes of this Section 15.01 and the prior approval of the Agency shall be obtained before such an event shall be effective. 15.02 Successors and Assigns. The terms herein contained shall bind and inure to the benefit of the Agency, the Housing Authority and the Developer and their respective successors and assigns, except as may otherwise be specifically provided herein. 15.03 Notices. (a) All notices, demands, requests for approvals or other communications given by either party to another shall be in writing, and shall be sent by registered or certified mail, postage prepaid, return receipt requested or by overnight courier service, or by hand delivery to the office for each party indicated below and addressed as follows: To the Developer: To the Agency: SP Clearwater WFH, LLC Community Redevelopment Agency of the City 5403 W. Gray Street of Clearwater Tampa, FL 33609 P.O. Box 4748 Attention: Peter Leach, Vice President Clearwater, Florida 33758 Attention: Executive Director With copies to: With copies to: Amber Williams City of Clearwater Pepple Cantu Schmidt PLLC P.O. Box 4748 2430 Estancia Boulevard Clearwater, Florida 33758 Suite 114 Attention: City Attorney Clearwater, FL 33761 [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS To the Housing Authority: Clearwater Housing Authority 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761 Attention: Chief Executive Officer With copies to: Squire Patton Boggs (US) LLP 201 North Franklin Street Suite 2100 Tampa, Florida 33602 Attention: Alexandra M. MacLennan (b) Notices given by courier service or by hand delivery shall be effective upon deposit with the courier or delivery service. Notices given by overnight delivery company shall be deemed received on the first (1st) business day after deposit with the overnight delivery company. Notices given by mail shall be deemed received on the third (3rd) business day after mailing. Refusal by any person to accept delivery of any notice delivered to the office at the address indicated above (or as it may be changed) shall be deemed to have been an effective delivery as provided in this Section 15.03. The addresses to which notices are to be sent may be changed from time to time by written notice delivered to the other parties and such notices shall be effective upon receipt. Until notice of change of address is received as to any particular party hereto, all other parties may rely upon the last address given. 15.04 Severability. If any term, provision or condition contained this Agreement shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement, or the application of such term, provision or condition to persons or circumstances other than those in respect of which it is invalid or unenforceable, shall not be affected thereby, and each term, provision and condition of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 15.05 Applicable Law and Construction. The laws of the State of Florida shall govern the validity, performance and enforcement of this Agreement. This Agreement has been negotiated by the Agency and the Housing Authority, and the Agreement, including, without limitation, the Exhibits, shall not be deemed to have been prepared by the Agency or the Housing Authority, but by all equally. 15.06 Venue; Submission to Jurisdiction. (a) For purposes of any suit, action or other proceeding arising out of or relating to this Agreement, the parties hereto do acknowledge, consent and agree that venue thereof is Pinellas County, Florida. (b) Each party to this Agreement hereby submits to the jurisdiction of the State of Florida, Pinellas County and the courts thereof and to the jurisdiction of the United States District Court for the Middle District of Florida, for the purposes of any suit, action or other proceeding arising out of or relating to this Agreement and hereby agrees not to assert by way of a motion as a defense or otherwise that such action is brought in an inconvenient forum or that the venue of such action is improper or that the subject matter thereof may not be enforced in or by such courts. 15.07 Agreement Not a Chapter 86-191, Laws of Florida, Development Agreement. The Developer, the Housing Authority and the Agency acknowledge, agree and represent that this Agreement, including, without limitation, any of the Exhibits, is not a development agreement as described in Sections 19-31, Chapter 86-191, Laws of Florida, codified as Sections 163.3220-163.3243, Florida Statutes. 15.08 Estoppel Certificates. The Agency shall at any time and from time to time, upon not less than ten (10) days prior notice by the Housing Authority, execute, acknowledge and deliver to the other parties a statement in recordable form certifying that this Agreement has not been modified and is in full [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS force and effect (or if there have been modifications that the said Agreement as modified is in full force and effect and setting forth a notation of such modifications), and that to the knowledge of such party, neither it nor any other party is then in default hereof (or if another party is then in default hereof, stating the nature and details of such default), it being intended that any such statement delivered pursuant to this Section 15.08 may be relied upon by any prospective purchaser, mortgagee, successor, assignee of any mortgage or assignee of the respective interest in the Project, if any, of any party made in accordance with the provisions of this Agreement. 15.09 Complete Agreement; Amendments. (a) This Agreement, and all the terms and provisions contained herein, including without limitation the Exhibits hereto, constitute the full and complete agreement between the parties hereto to the date hereof, and supersedes and controls over any and all prior agreements, understandings, representations, correspondence and statements whether written or oral, including the RFP and the Proposal. (b) Any provisions of this Agreement shall be read and applied in para materia with all other provisions hereof. (c) This Agreement cannot be changed or revised except by written amendment signed by all parties hereto. 15.10 Captions. The article and section headings and captions of this Agreement and the table of contents preceding this Agreement are for convenience and reference only and in no way define, limit, describe the scope or intent of this Agreement or any part thereof, or in any way affect this Agreement or construe any article, section, subsection, paragraph or provision hereof. 15.11 Holidays. It is hereby agreed and declared that whenever a notice or performance under the terms of this Agreement is to be made or given on a Saturday or Sunday or on a legal holiday observed in the City, it shall be postponed to the next following business day. 15.12 Exhibits and Schedule. Each Exhibit and Schedule referred to and attached to this Agreement is an essential part of this Agreement. The Exhibits and Schedule and any amendments or revisions thereto, even if not physically attached hereto shall be treated as if they are part of this Agreement. 15.13 No Brokers. The Agency, the Housing Authority and the Developer hereby represent, agree and acknowledge that no real estate broker or other person is entitled to claim or to be paid a commission as a result of the execution and delivery of this Agreement, including any of the Exhibits, or any proposed improvement, use, disposition, lease, conveyance or acquisition of any or all of the Project Site, specifically including the conveyance of the Project Site by the Agency to the Housing Authority. 15.14 Not an Agent. During the term of this Agreement, the Developer hereunder shall not be an agent of the Housing Authority, the City or the Agency, with respect to any and all services to be performed by the Developer (and any of its agents, assigns, or successors) with respect to the Project, and the Agency is not an agent of the Developer (and any of its agents, assigns, or successors) or the Housing Authority. 15.15 Memorandum of Development Agreement. The parties agree to execute, in recordable form, on the Effective Date, the short form "Memorandum of Agreement for Development and Purchase and Sale of Property," the form of which is attached hereto as Exhibit "D," and agree, authorize and hereby direct such Memorandum to be recorded in the public records of Pinellas County, Florida, as soon as possible after execution thereof. The Agency shall pay the cost of such recording. 15.16 Public Purpose. The parties acknowledge and agree that this Agreement satisfies, fulfills and is pursuant to and for a public purpose and municipal purpose and is in the public interest, and is a [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS proper exercise of the Agency's power and authority under the Act and the Housing Authority’s power and authority under the Housing Authority Laws. 15.17 No General Obligation. In no event shall any obligation, express or implied, of the Agency under this Agreement be or constitute a general obligation or indebtedness of the Housing Authority, the City or the Agency, a pledge of the ad valorem taxing power of the City or the Agency or a general obligation or indebtedness of the Housing Authority, the City or the Agency within the meaning of the Constitution of the State of Florida or any other applicable laws, but shall be payable solely from legally available revenues and funds. Neither the Developer nor any other party under or beneficiary of this Agreement shall ever have the right to compel the exercise of the ad valorem taxing power of the City, the Agency or any other governmental entity or taxation in any form on any real or personal property to pay the City's or the Agency's obligations or undertakings hereunder. 15.18 Term; Expiration; Certificate. (a) If not earlier terminated as provided in Section 12.05, the term of this Agreement shall expire and this Agreement shall no longer be of any force and effect (except for those matters which specifically survive such expiration) [on the tenth anniversary of the Effective Date][completion of the Project?]. (b) Upon completion of the term of this Agreement, all parties hereto shall execute the Agreement Expiration Certificate. The Agreement Expiration Certificate shall constitute (and it shall be so provided in the certificate) a conclusive determination of satisfactory completion of all obligations hereunder and the expiration of this Agreement; provided, however, that the automatic termination as provided in Section 12.05 shall not be effected in the event that the Agreement Expiration Certificate is not executed and recorded. (c) The Agreement Expiration Certificate shall be in such form as will enable it to be recorded in the public records of Pinellas County, Florida. Following execution by all of the parties hereto, the Agreement Expiration Certificate shall promptly be recorded in the public records of Pinellas County, Florida, and the Housing Authority shall pay the cost of such recording. 15.19 Effective Date. Following execution of this Agreement (and such of the Exhibits as are contemplated to be executed simultaneously with this Agreement) by the authorized officers of the Agency and the Housing Authority and by authorized representatives of the Developer following approval hereof by the Agency, the Housing Authority and the Developer this Agreement (and any executed Exhibits) shall be in full force and effect in accordance with its terms and upon the recording of the Memorandum of Agreement for Development and Purchase and Sale of Property as contemplated by Section 15.15 hereof. [SIGNATURE PAGES FOLLOW] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS IN WITNESS WHEREOF, the parties hereto have set their hands and their respective seals affixed as of the ________day of _________, 2022. AGENCY COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA By: Frank V. Hibbard Chairperson Approved as to form: Attest: Michael P. Fuino Rosemarie Call Attorney for City Clerk Community Redevelopment Agency HOUSING AUTHORITY CLEARWATER HOUSING AUTHORITY By: Jacqueline Rivera Chief Executive Officer DEVELOPER SP CLEARWATER WFH, LLC a Florida limited liability company By: By: Name: Its: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT A [PROJECT SITE DESCRIPTION] AND [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT B [PROPOSED SITE PLAN] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT C SPECIAL WARRANTY DEED COMMUNITY REDEVELOPMENT AGENCY, also known as THE COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, a body politic and corporate of the State of Florida created pursuant to Part III, Ch. 163 Fla. Stat., whose address is P.O. Box 4748, Clearwater, Florida 33758, hereinafter called the GRANTOR, for and in consideration of Ten and 00/100 Dollars ($10.00), and other valuable consideration the receipt of which is hereby acknowledged, does bargain, sell, convey and grant unto : ________________, whose address is : ________________, hereinafter called The GRANTEE, the federal tax identification number of which is: ________________, its successors and assigns forever, the real property, situate, lying and being in Pinellas County, Florida, more particularly described in EXHIBIT “A” attached hereto. TAX PARCEL I.D. # _______________________. Subject to taxes for current year and to those matters listed in EXHIBIT “B” attached hereto. TO HAVE AND TO HOLD unto the said GRANTEE, its successors and assigns forever, and said GRANTOR warrants and shall defend the title against the lawful claims of all persons claiming by, through, or under it, but against none other. TOGETHER with all and singular the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. IN WITNESS WHEREOF, GRANTOR has caused these presents to be executed in its name by its Chairman this ________ day of _____________, 2022. [SIGNATURE PAGE FOLLOWS] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS COMMUNITY REDEVELOPMENT AGENCY ATTEST: OF THE CITY OF CLEARWATER By: Executive Director Chairman WITNESSES (as to all signatures): Printed Name: Printed Name: STATE OF FLORIDA COUNTY OF PINELLAS The foregoing SPECIAL WARRANTY DEED was acknowledged before me by physical means this ______ day of ______________, 2022, by __________________, as Chairman, and __________________, as the Executive Director of the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT D MEMORANDUM OF AGREEMENT FOR DEVELOPMENT AND PURCHASE AND SALE OF PROPERTY This Memorandum of Agreement for Development and Purchase and Sale of Property ("Memorandum") is made this ___ day of _______________, 2022, by and among the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA, a public body corporate and politic of the State of Florida (the "Agency"), whose address is P.O. Box 4748, Clearwater, Florida 33758, the CLEARWATER HOUSING AUTHORITY, a public body corporate and politic of the State of Florida (the “Housing Authority”) whose address is 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761, and SP CLEARWATER WFH, LLC a Florida limited liability company (the “Developer”), whose address is 5403 W. Gray Street, Tampa, FL 33609. This Memorandum pertains to an Agreement for Development and Purchase and Sale of Property, by and among the Agency, the Housing Authority and the Developer, dated as of ______________________, 2022, (the "Development Agreement"), which provides, among other things, for the sale of property within a project site as described in Exhibit "A" attached hereto and made a part hereof for the development and construction of the Project, as same is defined in the Development Agreement. If not earlier terminated as provided for in the Development Agreement, the Development Agreement shall expire and shall no longer be of any force and effect (except for those matters which specifically survive such expiration) on the tenth anniversary of the Effective Date (as defined in the Development Agreement) or completion of construction as evidenced by a Completion Certificate. The Development Agreement is incorporated herein and made a part hereof by reference as fully as though it were set forth herein in its entirety. It is the intention of the parties to hereby ratify, approve and confirm the Development Agreement as a matter of public notice and record. Nothing herein shall in any way affect or modify the Development Agreement, nor shall the provisions of this Memorandum be used to interpret the Development Agreement. In the event of conflict between the terms of this document and those contained in the Development Agreement, the terms in the Development Agreement shall control. A copy of the fully-executed Development Agreement is on file with the City Clerk, City of Clearwater, Florida, located at City Offices, 600 Cleveland St., Ste. 600, Clearwater, Florida, which is available for review and copying by the public. IN WITNESS WHEREOF, the parties hereto have set their hands and their respective seals affixed as of the _______ day of _____________, 2022. [SIGNATURE PAGE FOLLOWS] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS COMMUNITY REDEVELOPMENT AGENCY ATTEST: OF THE CITY OF CLEARWATER By: Executive Director Chairman STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by FRANK V. HIBBARD, as Chairman of the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. Notary Public, State of Florida My Commission Expires: My Commission Number: CLEARWATER HOUSING AUTHORITY By: Chief Executive Officer STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by Jacqueline Rivera, as the Chief Executive Officer of the Clearwater Housing Authority, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS SP CLEARWATER WFH, LLC a Florida limited liability company By: By: Name: Its: STATE OF FLORIDA COUNTY OF ______________ The foregoing instrument was acknowledged before me by physical means this _________ day of ____________, 2022, by ______________________________, as of SP Clearwater WFH, LLC, a Florida limited liability company, on behalf of the company. He/She is personally known to me or who produced ___________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT E AGREEMENT EXPIRATION CERTIFICATE This Agreement Expiration Certificate ("Certificate") is made this ___ day of _______________, ____, by and among the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA, a public body corporate and politic of the State of Florida (the "Agency"), whose address is P.O. Box 4748, Clearwater, Florida 33758, the CLEARWATER HOUSING AUTHORITY, a public body corporate and politic of the State of Florida (the “Housing Authority”) whose address is 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761, and SP CLEARWATER WFH, a Florida limited liability company (the “Developer”), whose address is 5403 W. Gray Street, Tampa, Florida 33609. This Certificate pertains to an Agreement for Development and Purchase and Sale of Property, by and among the Agency, the Housing Authority and the Developer, dated as of ______________________, 2022, (the "Development Agreement"), which provides, among other things, for the sale of property within a project site as described in Exhibit "A" attached hereto and made a part hereof for the development and construction of the Project, as same is defined in the Development Agreement. A Memorandum of Agreement for Development and Purchase and Sale of Property ("Memorandum") relating to the Development Agreement was recorded as Instrument # ___________ in the public records of Pinellas County, Florida. The Development Agreement has expired in accordance with its own terms as of , 20 , and is no longer of any force or effect, and the Project site is no longer subject to any restriction, limitation, or encumbrance imposed by the Development Agreement or the Memorandum. This Certificate has been executed by the parties to the Development Agreement as provided in Section 15.19 thereof and constitutes a conclusive determination of satisfactory completion of all obligations under such Agreement and that the Development Agreement has expired, except for those matters which survive as noted above. A copy of the fully-executed Development Agreement is on file with the City Clerk, City of Clearwater, Florida, located at City Offices, 600 Cleveland St., Ste. 600, Clearwater, Florida, which is available for review and copying by the public. IN WITNESS WHEREOF, the parties hereto have set their hands and their respective seals affixed as of the ___ day of ____________, ____. [SIGNATURE PAGE FOLLOWS] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS COMMUNITY REDEVELOPMENT AGENCY ATTEST: OF THE CITY OF CLEARWATER __________________________ By: _____________________________ Executive Director Chairman STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by __________________, as Chairman of the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. Notary Public, State of Florida My Commission Expires: My Commission Number: CLEARWATER HOUSING AUTHORITY By: Chief Executive Officer STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by Jacqueline Rivera, as Chief Executive Officer the Clearwater Housing Authority, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS SP CLEARWATER WFH, LLC a Florida limited liability company By: By: Name: Its: STATE OF FLORIDA COUNTY OF ______________ The foregoing instrument was acknowledged before me by physical means this _________ day of ____________, 2022, by ______________________________, as of SP Clearwater WFH, LLC, a Florida limited liability company, on behalf of the company. He/She is personally known to me or who produced ___________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT F SURVEY REQUIREMENTS The Survey shall comply with the following requirements which may be in addition to the requirements of Florida Administrative Code, Rule No. 21HH-6. 1. Field Note Description. The Survey shall contain a certified metes and bounds description and shall comply with the following requirements: (i) The beginning point, which should be established by a monument located at the beginning point, or by reference to a nearby monument, shall be shown. (ii) The boundary of the Property shall be described by giving the distances and bearings of each. (iii) The distances, bearings, and angles shall be taken from a recent instrument survey, or recently recertified instrument survey, by a licensed Professional Engineer or Registered Surveyor. (iv) Curved sides shall be described by data including length of arc, central angle, radius of circle for the arc and chord distance, and bearing. (v) The legal description shall be a single perimeter description of the entire Property. (vi) The description shall include a reference to all streets, alleys, and other rights-of-way that abut the Property surveyed, and the width of all rights-of-way mentioned shall be given the first time these rights-of-way are referred to. (vii) If the Property surveyed has been recorded on a map or plat as part of an abstract or subdivision, reference to such recording data shall be made. 2. Lot and Block Description. If the Property is included within a properly established, recorded subdivision or addition, then a lot and block description will be an acceptable substitute for a metes and bounds description, provided that the lot and block description shall completely and properly identify the name or designation of the recorded subdivision or addition and give the recording information therefor. 3. Map or Plat. The Survey shall also contain a certified map or plat showing and identifying the following: (i) All of the distances, bearings, angles and curves used in the legal description. (ii) The relation of the point of beginning of said plot to the monument from which it is fixed. (iii) Any discrepancies between the map or plat and the description. (iv) All easements showing recording information therefor by volume and page. (v) The established building line, if any. (vi) All easements appurtenant to the Property. [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (vii) The boundary line of the street or streets abutting the Property, the width of said streets, and whether each street is dedicated or private. (viii) Ingress and egress to the Property by the name of street(s) or road(s) upon which the Property fronts, the same being a paved and dedicated public right-of-way; and the name of the governmental entity which maintains the same. (ix) Encroachments and the extent thereof in terms of distance upon the Property or any easement appurtenant thereto. 4. Improvements. The Survey shall also show all structures and improvements on the Property with horizontal lengths of all sides, and the distance from such structures and improvements to (a) all boundary lines of the Property, (b) easements, (c) established building lines, and (d) street lines. 5. Certification. The certification for the Property description and the map or plat should be addressed to the Housing Authority, any lender involved in the transaction contemplated hereby, and to the interested title company, if required by the title company, signed by the surveyor, bearing current date, registration number, and sealed and returned to Buyer in order that it be received along with the seven (7) copies of the survey no later than twenty (20) days prior to Closing. The Survey shall contain the following certificate: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS SURVEYOR'S CERTIFICATE This survey is made for the benefit of ___________________________________ __________________________ and _________________________________. I hereby certify that this survey: (1) was made on the ground as per the field notes shown hereon, and correctly shows the boundary lines and dimensions, area of the Property indicated thereon and each individual parcel indicated thereon; (2) delineates all lot lines, shows the location and dimension of all buildings, structures, improvements, parking areas, and any other matters on the Property; (3) correctly shows the location and dimensions of all alleys, streets, roads, rights-of-way, easements, and other matters of record, or which are visible, of which the undersigned has been advised or as indicated in that certain Title Insurance Commitment issued by ______________________________________________________ as Commitment No. ______________, affecting the Property according to the legal description in such easements and other matters (with instrument, book, and page number indicated); and except as shown, there are no easements, rights-of-way, party walls, or conflicts, and there are no encroachments on adjoining premises, streets, or alleys by any of said buildings, structures, or other improvements, and there are no encroachments on the Property by buildings, structures, or other improvements situated on adjoining premises; and the distance of the nearest intersecting street and road is as shown hereon; (4) shows the means of access and location of all adjoining streets; and that ingress and egress to the Property is provided by [name(s) of street(s) or road(s)] upon which the Property fronts, the same being a paved and dedicated public right-of-way maintained by [governmental authority maintaining right-of-way]; (5) shows the zoning and land use designations of the Property; (6) shows the flood zone designation of the Property, and the community name and parcel number where the information was obtained; (7) shows the location of the coastal construction control line and seasonal high-water line, as defined in Florida Statutes §161.053 (1985), if applicable; and (8) shows the location of any wetlands by which the Department of Environmental Regulation of the State of Florida and/or the Army Corps of Engineers has or may exercise jurisdiction pursuant to the Warren S. Henderson Wetlands Protection Act of 1984, the Federal Water Pollution Control Act Amendments of 1972 and the Clean Water Act. I do further certify that: (1) I observed no facts that would cause me to conclude that the Property serves any adjoining property for drainage, ingress, and egress, or any other purpose; (2) the street address of the Property is: ___________________ _________________________________________; and [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS (3) the Property and all improvements located thereon comply with all dimensional and other requirements of the applicable zoning district; and the use upon the Property is permitted by the zoning and land use designations; (4) the total square-foot area, or acreage to the nearest one one-thousandth (1/1000) of an acre, of the Property is: _________________________________________; and (5) that the survey represented thereon meets the requirements of the Florida Statutes §472.027 and the minimum requirements under Florida Administrative Code, Rule No. 21HH-6. By: Registration No. (Affix Seal) [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT G COMPLETION CERTIFICATE This Completion Certificate ("Certificate") is made this ___ day of _______________, ____, by and among the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, FLORIDA, a public body corporate and politic of the State of Florida (the "Agency"), whose address is P.O. Box 4748, Clearwater, Florida 33758, the CLEARWATER HOUSING AUTHORITY, a public body corporate and politic of the State of Florida (the “Housing Authority”) whose address is 28050 US Highway 19 N, Suite 103 Clearwater, FL 33761and SP CLEARWATER WFH, LLC, a Florida limited liability company (the “Developer”), whose address is 5403 W. Gray Street, Tampa, Florida 33609. This Certificate pertains to an Agreement for Development and Purchase and Sale of Property (“____________ Project”), by and among the Agency, the Housing Authority and the Developer, dated as of ___________________ _____, 2022 (the "Development Agreement"), which provides, among other things, for the development and construction of the ____________ Project, within a project site as described in Exhibit "A" attached hereto and made a part hereof, as same are defined in the Development Agreement. As provided in Article 7 of the Development Agreement, the construction and installation of the ______________ Project has been completed substantially in accordance with the requirements of the Development Agreement and such improvements are substantially complete. The parties hereto acknowledge and agree that such Project has been so completed and have executed this Certificate as conclusive determination of such completion and satisfaction of the Developer's obligation under the Development Agreement to construct and install such Project. A copy of the fully-executed Development Agreement is on file with the City Clerk, City of Clearwater, Florida, located at 600 Cleveland St., Ste. 600, Clearwater, Florida, which is available for review and copying by the public. A copy of the _______________ Project Plans and Specifications is on file with the City Engineer, City of Clearwater, Florida, located at Municipal Services Building, 100 S. Myrtle Avenue, Clearwater, Florida, which is available for review and copying by the public. IN WITNESS WHEREOF, the parties hereto have set their hands and their respective seals affixed as of the ___ day of ____________, ____. [SIGNATURE PAGE FOLLOWS] [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS COMMUNITY REDEVELOPMENT AGENCY ATTEST: OF THE CITY OF CLEARWATER __________________________ By: _____________________________ Executive Director Chairman STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by __________________, as Chairman of the COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF CLEARWATER, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. Notary Public, State of Florida My Commission Expires: My Commission Number: CLEARWATER HOUSING AUTHORITY By: Chief Executive Officer STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me by physical means this ______ day of ______________, 2022, by Jacqueline Rivera, as Chief Executive Officer the Clearwater Housing Authority, a body politic and corporate, on behalf of said entity. Such persons are personally known to me or presented _________________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS SP CLEARWATER WFH, LLC a Florida limited liability company By: By: Name: Its: STATE OF FLORIDA COUNTY OF ______________ The foregoing instrument was acknowledged before me by physical means this _________ day of ____________, 2022, by ______________________________, as of SP Clearwater WFH, LLC, a Florida limited liability company, on behalf of the company. He/She is personally known to me or who produced ___________________ as identification. ________________________________ Notary Public, State of Florida My Commission Expires: My Commission Number: [MU21-9311-062/284225/1] 010-9307-6233/4/AMERICAS EXHIBIT H DEVELOPER’S PROPOSAL [MU21-9311-062/284225/1] H-2 010-9307-6233/4/AMERICAS Schedule 1 Schedule of Developer Services and Obligations. The Developer agrees to the following terms and agrees (when requested) to perform the services set forth in this Schedule, which shall be deemed at all times to be a part of the Agreement to which it is attached. The services to actually be performed by the Developer shall all be at the further and sole direction of the Housing Authority. Section 1. Services of the Developer. (a) The Developer accepts the relationship of trust and confidence established between the Developer and the Housing Authority by this Schedule. The Developer covenants with the Housing Authority to act in good faith with reasonable efforts and diligence in the performance of the Developer’s Services (as defined below) and Developer’s other responsibilities under this Schedule, and the Developer shall provide such services and perform its obligations hereunder in a manner consistent with the standards of prudent developers of similar apartment communities in the State of Florida. (b) At the request of the Housing Authority, the Developer shall supervise the planning, designing, development, financing and construction of the Project and perform the services and carry out the responsibilities with respect to the Project as are set forth herein. (c) The Developer’s Services (as defined below) shall be performed in the name of and on behalf of the Housing Authority and shall consist of the duties (if and to the extent selected by the Housing Authority) set forth in the following subsections; provided, however, that if the performance of any duty of the Developer set forth in this Schedule is beyond the reasonable control of the Developer, the Developer shall nonetheless be obligated to (i) use its best efforts to perform such duty and (ii) promptly notify the Housing Authority that the performance of such duty is beyond its reasonable control. At the request of the Housing Authority, the Developer shall perform all of the following in an expeditious manner (the “Developer’s Services”): (A) As necessary for the Project, cause the updating or obtainment of necessary market and/or appraisal information. (B) Finalize the site plan(s) and building design program(s), and submit to the City for approval and take all steps necessary to obtain such approval. (C) Assist the Housing Authority in the negotiation and the execution by the Housing Authority of agreements for architectural, engineering, testing or consulting services for the Project, and cost-plus with a guaranteed maximum price contracts for the construction of any improvements to be constructed or installed by the Housing Authority or the furnishing of any supplies, materials, machinery or equipment therefor, or any amendments thereof, provided that no agreement shall be executed nor binding commitment made until the terms and conditions and form thereof and the party with whom the agreement is to be made have been executed by the Housing Authority. (D) Administer the contracts with the General Contractor, any assisting Contractor, the Architect, the Engineer and all other professionals hired by the Housing Authority in connection with the Project and monitor their performance under such contracts. (E) Work with the Architect and the Engineer to finalize all necessary plans and specifications and all other design and construction documents for the Project [MU21-9311-062/284225/1] H-3 010-9307-6233/4/AMERICAS (collectively, the “Plans and Specifications”) and submit the same to the Housing Authority for approval and execution by the Housing Authority. (F) Work with the Housing Authority, the Architect, the Engineer, the General Contractor and any assisting Contractor to value engineer the Project and to incorporate intelligent product design into the Project and/or to otherwise provide suggestions that may improve the design, efficiency or cost of the Project. (G) Assist the Housing Authority in obtaining all necessary Permits required to fully implement and construct or rehabilitate the Project or its components. (H) Regularly update the preliminary development budget, as costs and sources of funds are finalized, and provide the same to the Housing Authority for its approval. Any changes to the Development Budget shall be approved in advance by the Housing Authority. (I) Prepare preliminary development timelines/schedules for the Project and provide the same to the Housing Authority for its approval (the “Development Schedule”) and regularly update the same. The Development Schedule shall include milestones that include construction phasing schedules and implementation schedules for the Project. The Developer shall use commercially reasonable efforts to adhere to the time objectives that are outlined in the Development Schedule, subject to causes beyond the control and without intentional misconduct or negligence of the Developer. (J) Communicate and coordinate development activities with the Housing Authority and its consultants and the Board of Commissioners of the Housing Authority. It is expected that the Developer will schedule regular meetings (on the Project site or at the Housing Authority’s offices) with the Housing Authority to keep it abreast of ongoing activity, will provide the Housing Authority emergency contact numbers. Such regular meetings shall be on a weekly basis (preferably on Tuesdays) for the first 90 days of this Agreement and shall be at least bi-weekly during the remainder of this term. In addition, Developer will agree to a meeting (whether in person or by phone) within a reasonable period of time after requested by Housing Authority. To simplify contact between Developer and the Housing Authority, the Housing Authority shall appoint one staff person from time to time to provide all communication between Developer and the Housing Authority. (K) Coordinate and supervise the Architect, the Engineer, the General Contractor and any assisting Contractor, and all others working on the Project with adequate competent supervision at all times during the term of this Agreement. (L) Establish and implement appropriate administrative and financial controls for the design and construction of the Project, including, but not limited to: (1) participation in conferences and the rendering of such advice and assistance as will aid in developing economical, efficient and desirable design and construction procedures; (2) the rendering of advice and recommendations as to the selection procedures for and selection of subcontractors and suppliers (it being understood that in each case the vendor with the lowest competitive bid should be selected unless the General Contractor believes that another vendor would be more advantageous to the Project, taking into [MU21-9311-062/284225/1] H-4 010-9307-6233/4/AMERICAS consideration price, quality, ability to perform on schedule and budget and other factors, and such factors are explained to the Housing Authority); (3) develop the process for payment requests for each of the Architect, Engineer, General Contractor and any assisting Contractor, including the documentation that will be required to be provided in order to insure a lien-free Project and to insure that the Project will be completed in accordance with the Plans and Specifications, within the timeframes set forth in the Development Schedule and within the Development Budget; (4) review and approve/disapprove and submit to the Housing Authority for approval all requests for payments under any architectural agreement, engineering agreement, contractor’s agreement or other agreement relating to the design, rehabilitation or construction of the Project, and prepare for approval by Housing Authority all paperwork needed by any equity providers or lenders in order to draw equity or loan funds, all in accordance with the applicable governing documents; (5) ensure compliance with all terms and conditions applicable to the Project contained in any permit, or in any insurance policy affecting or covering the Project, or in any surety bond obtained in connection with the Project during the construction of the Project; and (6) taking such actions as may be required to obtain any certificates of occupancy or equivalent documents required to permit the occupancy of dwelling units and other space in the Project. (M) Inspect the progress of the course of construction of the Project, including verification of the materials and labor being furnished to the Project so as to be fully competent to approve or disapprove requests for payment made by the Architect and the General Contractor, or by any other parties with respect to the design and construction of the Project. (N) Verify that the construction of the Project is being carried out substantially in accordance with the Plans and Specifications or, in the event that the same is not being so carried out, to promptly notify the Housing Authority and take action on behalf of the Housing Authority to cause the correction of any noncompliance with the Plans and Specifications. (O) In conjunction with the Housing Authority, perform on behalf of the Housing Authority all obligations of the Housing Authority with respect to the design and construction of the Project contained in any loan agreement or security agreement entered into in connection with any financing for the Project, or in any agreement entered into with any governmental body or agency relating to the terms and conditions of such construction. (P) Prepare and distribute to the Housing Authority financial accounting reports, including monthly progress reports on the quality, progress and cost of construction, which monthly progress reports shall include, without limitation: (1) A brief executive summary highlighting all material budget, schedule, financing and compliance issues; (2) Documentation of compliance with applicable employment and contracting requirements; [MU21-9311-062/284225/1] H-5 010-9307-6233/4/AMERICAS (3) An update of the Development Schedule; (4) Monthly expenditures against the Development Budget on a line-by-line basis (which may consist of the monthly draw requests to funders); (5) An update of the Development Budget that explains any changes from the prior month; (6) Developer shall forward to the Housing Authority contact person as received by it copies of any work product (i.e. memorandums, plans, drawings, notes of meetings or notes of phone calls, etc.) prepared by the Developer, the General Contractor or any assisting Contractor or Subcontractors to the extent in the Developer’s possession or control, in connection with this Agreement or the Developer’s Services; (7) Development progress; and (8) Any other reporting required by this Agreement or reasonably requested by the Housing Authority, including, without limitation, standard AIA draw documentation. (Q) If requested by the Housing Authority, assist the Housing Authority in obtaining and maintaining insurance coverage for the Project. (R) Assist the Housing Authority during the design, development and construction phases of the Project in its compliance with all applicable laws, any national or local board of fire underwriters or insurance services offices having jurisdiction in the county in which the Project is located or any other body exercising functions similar to those of any of the foregoing, or any insurance carriers providing any insurance coverage for the Project, which may be applicable to the Project or any part thereof. The Developer and Housing Authority shall mutually assure, likewise to use reasonable best efforts to ensure that all agreements between the Housing Authority and independent contractors comply with all such applicable laws. (S) Retain all records and data as may be necessary to carry out the Developer’s functions hereunder. (T) Ensure all occupancy permits and necessary approvals are obtained after construction/rehabilitation to permit occupancy and operation of the Project. (U) Use its best efforts to accomplish the timely completion of the Project in all material respects in accordance with the Plans and Specifications and the Development Schedule. (V) At the direction of the Housing Authority, implement any decision of the Housing Authority made in connection with the design, development and construction of the Project or any policies and procedures relating thereto, exclusive of leasing activities. (W) Provide such financial and programmatic information as requested by the Housing Authority to comply with all Federal, state and local law reporting requirements. (X) Shall not in connection with the performance of its work under this Agreement discriminate against any person, including, without limitation, applicants for employment, promotion, demotion or transfer, or recruitment or recruitment [MU21-9311-062/284225/1] H-6 010-9307-6233/4/AMERICAS advertising; lay-off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Without limiting the generality of the foregoing, the Developer shall not discriminate against, or segregate, a person or group of persons on account of race, color, creed, sex, sexual orientation, marital status, familial status, national origin, ancestry, or disability in carrying out its duties and obligations pursuant to this Agreement, nor shall the Developer or any person claiming under or through the Developer establish or permit any such practice or practices of discrimination or segregation. (Y) Upon completion of the Project, inspect (along with the Housing Authority and the Architect) the applicable work to determine and record the condition of the work (i.e., develop a “punch list”). The Developer shall notify the Housing Authority of such inspection not less than five (5) days prior to the inspection. The Developer shall cause the General Contractor to replace or correct any work that does not conform to the Plans and Specifications. Section 2. Limitations on Developer’s Authority. Notwithstanding any provisions of this Schedule, the Developer is not authorized and shall not take any action, expend any sum, make any decision, give any consent, approval or authorization, or incur any obligation with respect to any of the following matters unless and until the same has been approved in writing by the Housing Authority: (a) Approval of all construction, engineering and architectural contracts and all plans, specifications and drawings prior to construction of any improvements contemplated thereby; or (b) Approval of the final Plans and Specifications; or (c) Approval of the final Development Budget; or (d) Approval of the Development Schedule; or (e) Any proposed change in the work of the construction of the Project, or in the Plans and Specifications therefor as previously approved by the Housing Authority, or any other change which would affect the design, value or quality of the Project, except for such matters as may be expressly delegated in writing to the Developer by the Housing Authority; or (f) Approval of the Guaranteed Maximum Price proposed by the Contractor; or (g) Approval of any Change Orders or Change Directives; or (h) Any use of contingency funds set forth in the Development Budget; or (i) Expending funds not set forth in the Development Budget; or (j) Actions/inactions that adversely affect the Development Schedule; or (k) Actions/inactions that adversely affect meeting the required in-service dates; or (l) Actions/Inactions that would increase the likelihood that a guaranty will be called upon; or (m) Use of reserve funds; or (n) Making any expenditures or incurring any obligation which, when added to any other expenditure, exceeds the Development Budget; or [MU21-9311-062/284225/1] H-7 010-9307-6233/4/AMERICAS (o) Acceptance of any work that does not conform to the Plans and Specifications; or (p) Approval of all documents to be executed by the Housing Authority. (q) This list is not intended, nor shall it be construed to limit, any other approvals required pursuant to this Schedule. Section 3. Termination of Services. The Developer’s services may be terminated at any time with or without cause by the Housing Authority. Upon any such termination, the Developer shall be entitled to reimbursement for all expenses of the Project paid by the Developer to the extent such expenses were approved by the Housing Authority prior to incurrence and had not been previously reimbursed. [Additional payment of Development Fee earned as a percentage of Completion of the Project to be discussed] Section 4. Developer Reimbursement of Pre-closing Advances, Reimbursement of Expenses and Development Fees. Developer incurred Pre-development Costs to obtain Site Plan Approval from the City of Clearwater which is set forth in paragraph 4(a) below and which is expected to be reimbursed at Closing, in paragraph 4(b) below an Assignment and Closing Development Fee to be paid at Closing, in paragraph 4(c) below a Developer Construction Period Fee to be paid monthly as a percent of the monthly completion percentage (%) of the approved monthly draw and paragraph 4(d) the Developer Completion Fee to be paid upon conversion of the financing to the permanent loan. (a) Pre-closing Developer Payments Advanced prior to Closing and to be Reimbursed at Closing: BDG Architect Tampa Civil GeoView Raysor Sturch Mayberry Montrose Total $ 125,960 $ 70.207 $ 5,600 $ - $ 10,000 $ 5,500 $ 600 $ 2,500 $ 220,367 (b) Developer Assignment and Closing Fee to be paid at Closing: $________ (c) Developer Const. Fee: Construction Period $ ________ (d) Developer Completion Fee Paid Upon Conversion to Permanent Loan $ _________ Total Potential Development Fee $ Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#22-0202 Agenda Date: 3/14/2022 Status: Agenda ReadyVersion: 1 File Type: Action ItemIn Control: Community Redevelopment Agency Agenda Number: 4.3 SUBJECT/RECOMMENDATION: Approve the Placemaking and Resident Engagement grant program for property owners, tenants, organizations, or individuals to fund placemaking and outreach opportunities that assist in transforming Downtown Clearwater into a destination filled with a variety of active, beautiful, and creative public places. SUMMARY: The purpose of this item is to request approval to establish a new grant program that funds Placemaking and Resident Engagement activities to further the revitalization of downtown. The proposed grant program is identified in the CRA’s two-year strategy as a method to reduce blight and provide programming to connect Clearwater’s neighborhoods to downtown. The purpose of the Community Redevelopment Agency (CRA) Placemaking grant program is to provide support and funding to those who are interested in making a positive change through placemaking and resident engagement. The Placemaking Grant Program’s objectives are to: ·Infuse downtown with innovative and thriving public spaces. ·Increase and diversify placemaking within downtown by making it easier for new producers and community leaders to enhance the community. ·Incentivize those looking to energize downtown by connecting employees to downtown and connecting residents to downtown, providing opportunities for these groups to take pride in their community. ·Provide additional support for those who wish to engage downtown employees, children and implement art/tech projects. Eligible placemaking projects must provide a positive public impact to the space in which they occur. Improvements can vary from temporary to semi-permanent enhancements. Outdoor and indoor projects must provide access for public enjoyment of the place. Approved projects must take place within an eligible location and must fall within one of the four placemaking project categories: standard, creative, or tactical placemaking or resident outreach. Eligible projects must also provide improvements that fall under: beautification, activations, or engagement. The amount of grant funds for the program will be established by the CRA Trustees on an annual basis through the budgeting process. The maximum funding awarded per project shall not exceed $25,000. Projects that target downtown employees, children and/or incorporate art/tech are eligible to receive funding for 100% of their project costs up to $25,000. CRA staff will review each funding request and establish the grant amounts per the individuality of each project. All grant awards are subject to budget availability. Page 1 City of Clearwater Printed on 3/7/2022 File Number: ID#22-0202 Applications will be accepted on a rolling basis. The proposed program authorizes the CRA Director to approve grant applications, execute grant agreements and authorize reimbursement. Staff recommends allocating $50,000 for the 21-22 fiscal year. The proposed grant program balances the legal requirements for the use of CRA funds, meets the goals of the downtown redevelopment plan and provides a partnership opportunity for those who wish to invest in downtown. If approved, the grant program would become effective May 2, 2022. APPROPRIATION CODE AND AMOUNT: Funds are available in CRA project code 3887552-R2002 Community Engagement, 3887552-R2003 Economic Development City TIF and 3887552-R2004 Economic Development County TIF Page 2 City of Clearwater Printed on 3/7/2022 1 City of Clearwater Downtown Clearwater – Community Redevelopment Agency Placemaking and Resident Engagement Grant Program A. Program Overview The purpose of the Community Redevelopment Agency (CRA) Placemaking and Resident Engagement grant program is to provide support and funding to those who are interested in making a positive change through placemaking that assists in transforming Downtown Clearwater into a destination filled with a variety of active, beautiful, and creative public places. Placemaking is the collaborative process that fosters a greater sense of place, ownership, and pride within your community for all to enjoy. Grants may be awarded to property owners, tenants, organizations, or individuals for placemaking and resident outreach programs within the CRA district. The CRA will review each funding request and establish the grant amounts per the individuality of each project. The funding amount for the grant program will be established by the CRA Trustees on an annual basis. All grant awards are subject to budget availability. Applications will be accepted on a rolling basis. The application form is available at www.downtownclearwater.com. The Placemaking and Resident Engagement grant program directly promotes goals and objectives of the 2018 Clearwater Downtown Redevelopment Plan, specifically: Policy 25 (page 50) – The City shall continue to encourage neighborhood associations that empower residents to improve their neighborhood and strengthen ties between residents and government. Downtown Gateway District, Policy 7 (page 80) – Encourage community-led public art. People Goals (page 46) – Downtown shall be a place that attracts residents, visitors, businesses, and their employees and enable the development of community. The City shall encourage a vibrant and active public realm, recreation and entertainment opportunities and support the community and neighborhoods. Objective 1E: Maintain Cleveland Street as Downtown’s Main Street which is valued for its historic character and pedestrian scale. Objective 1H: Maintain, activate and program parks, plazas and recreational areas. Objective 1J: Recognize and celebrate the unique features of Downtown neighborhoods. Accessibility Goal (page 46) – Downtown will have a connected network with mobility choices. Objective 2B: Strengthen Cleveland Street, Osceola and Fort Harrison Avenues as local, pedestrian- oriented streets. Identify other local streets to be reinvigorated with active ground floor uses. Objective 2H: Support temporary techniques that improve the street environment such as murals, temporary planters, sharrows, bike lanes and painted intersections until permanent improvements are made. 2 Amenity Goal (page 47) – Downtown will be a memorable place to be enjoyed that is enhanced by Clearwater’s waterfront location, natural resources, built environment and history. Objective 3D: Utilize portions of the library for alternative uses that may include a restaurant, special events, group gathering, and expansion of art galleries Objective 3F: Promote the visual and performing arts. Objective 3G: Create and activate space to work as signature destinations, including civic plazas, markets and retail gathering places that promote economic growth for Downtown. The Placemaking grant program’s objectives are as follows:  Infuse downtown with innovative and thriving public spaces.  Increase and diversify placemaking within downtown by making it easier for new producers and community leaders to enhance the community.  Incentivize those looking to energize downtown by connecting employees to downtown and connecting residents to downtown, providing opportunities for these groups to take pride in their community.  Provide additional support for those who wish to engage downtown employees, children and implement art/tech projects. B. Program Eligibility and Activities CRA staff will administer the Placemaking and Resident Engagement grant program. Funding for this grant program is based on budget availability and will be considered on a first-come, first-served basis. Application submission does not guarantee approval. Applications will be reviewed for completeness and compliance with program criteria to determine eligibility for grant funding. Applications that do not comply with the program criteria and conditions will not be eligible for funding. No grants will be awarded for work completed prior to an executed grant agreement. The funding decision of CRA staff is final. No more than one active grant application may be awarded to the same applicant at a time. An applicant must successfully complete one project prior to applying for another grant. Grant funding from multiple city programs cannot be applied to the same program. Type Each project must fall within one of the following four categories: 1. Standard Placemaking Often known simply as “placemaking” or Traditional Placemaking, is the universal term for the process of creating places where people want to be. Usually, this process consists of small projects and/or activities that engage and empower people while improving the quality of a place for a period of time. 2. Creative Placemaking 3 Brings arts and cultural activities to the forefront with projects limited only by the creative forces that fuel each unique idea. Creative Placemaking animates spaces bringing diverse people together to celebrate, inspire, and be inspired within each place. 3. Tactical Placemaking Is the process of creating quality places through small projects and short-term activities. These planned projects are often temporary, low-cost, completed in phases, or take place in already established public spaces. These projects work to efficiently generate new uses of spaces and maximize their use for enhanced purposes. 4. Resident Outreach Programs that connect Clearwater residents to downtown to create new advocates for downtown’s public spaces and businesses. Applicants must identify a category on their application. Applications may qualify under multiple categories. Place Eligible grant requests must enhance public spaces or provide public benefit within the CRA boundaries. Eligible locations include:  Cleveland Street closure (400-500 blocks)  Pinellas Trail  Prospect Lake Park  Station Square Park  Underutilized or under beautified locations  Vacant lots/storefronts  Other locations where need for change can be demonstrated, approved on a case-by-case basis Eligible Grant Expenditures Eligible projects must provide a positive public impact to the space in which they occur. Improvements can vary from temporary to semi-permanent enhancements. Outdoor projects must be viewable from the public right of way. Indoor projects must be viewable for public enjoyment. Examples of eligible projects include, but not limited to: Beautification  Public art installations, murals, sculptures  Decorations  Street, alley, parking lot, vacant lot, park or plaza improvements Activations  Activations of arts, cultural programming and performance art  Park enhancements, parklets, people spots  Window or storefront displays  Interactive and technological advancements 4 Engagement  Community relationship building (book clubs, bicycle rides, lecture series, play days)  Place Branding  Community gardens  Recreational spaces, physical activities, bike or pedestrian improvements C. Grant Process: Property owners, tenants, organizations, or individuals first complete an online grant application. An internal committee of CRA and City staff will review the application for funding eligibility. Once an application is determined complete and in compliance with the grant program, CRA staff will execute a grant agreement that outlines the approved funding amount, total project costs, project timeline and scope of work. The application form is available at www.downtownclearwater.com. Application Submission 1. Applications must be submitted online. Once an application is submitted staff will provide the applicant with general guidance on the proposed project and if the project qualifies for grant funds. Incomplete applications will not be accepted. Rejected applications will receive the reason(s) for rejection in writing. 2. Each application will be reviewed according to the following criteria:  Consistency with the goals of the Downtown Redevelopment Plan  Consistency with the goals of the grant program and selected category type  Feasibility of the proposed scope of services and timeline  Ability to meet the program objectives, legal and financial requirements of the grant program  Commitment to engage designated target audience 3. If the application is approved by the CRA Director, the applicant shall sign and complete a funding agreement. After the funding agreement has been executed, the applicant may begin work on the project. Application Details Applicants must provide detailed answers to all questions on the application. Including submission of all requested supporting documents. Failure to answer all questions will lead to delays in reviewing application or denial of the application. Questions include:  Ability to demonstrate who this project will benefit and how they learn about this project, complete with a detailed marketing plan.  Ability to demonstrate what the project goals are, complete with a detailed project description.  Ability to demonstrate when the project will happen, complete with a detailed project timeline and schedule.  Ability to demonstrate where the project will happen, complete with a detailed site plan.  Ability to demonstrate why change is needed for this project to be funded, complete with an explanation detailing how your request for grant amount was determined.  Ability to demonstrate how your funding will be spent to make the project happen, complete with a 5 detailed project budget. Support for Program Applicant must demonstrate support from the community for their placemaking grant request. Letter of support will be accepted from local nonprofit organizations, chamber of commerce organizations, condo or community associations, or a minimum of two businesses or two residents within the CRA boundaries. Program Requirements Eligible projects must identify the following on their application:  Placemaking type  Placemaking location  Target Audience Complete applications must include the following:  Complete online application with all requested attachments  Site Plan  Support Letter  Detailed Budget Project Funding Applicant may request up to 50% seed funding to start the project. All other funding will be issued on a reimbursement basis following the complete submission of all expenses. Grant award amount is determined per applicant. Funding will be awarded to projects under the following scale:  Small – total project cost up to $2,999  Medium – total project cost $3,000 - $9,999  Large – total project cost $10,000 - $25,000  Projects with a target audience of downtown employees, children and/or incorporate art/tech will be eligible for funding up to 100% of project costs  Projects led by Clearwater neighborhood associations will be eligible for funding up to 100% of project costs Permitting For scopes of work that require a permit, permits must be obtained prior to the execution of a grant agreement. For placemaking projects incorporating events within their programming please be advised that Special Event permits must be submitted at minimum 60 days prior to the event. Any work requiring a permit must be performed by a licensed and insured contractor and comply with the Downtown Design Guidelines of the City of Clearwater Code of Ordinances. Projects requiring a building permit will need to submit proof of a Certificate of Occupancy or Completion prior to requesting reimbursement. 6 Reimbursement Grant funds will be disbursed by the CRA to the applicant on a reimbursement basis for eligible project expenses. CRA staff must review and approve all reimbursement requests. Applicants must submit an itemized list of expenses with proof of payment. Summary of completed program with requested metrics from the grant approval letter and before and after photos are due prior to issuance of funding. The CRA Director has the authority to extend time limits for project completion based on extenuating circumstances. Grantees must request an extension in writing and if approved, an amendment to the grant agreement will be executed. The CRA Director has the authority to modify the payment process based on extenuating circumstances. D. Next Steps If you are interested in learning more about the Placemaking and Resident Engagement grant program please visit www.downtownclearwater.com or contact Eric Santiago at eric.santiago@myclearwater.com. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#22-0225 Agenda Date: 3/14/2022 Status: Agenda ReadyVersion: 1 File Type: Action ItemIn Control: Community Redevelopment Agency Agenda Number: 4.4 SUBJECT/RECOMMENDATION: Approve work orders to Cardno, Inc. for Post Active Remediation Monitoring of the former Carpro Facility at 1359 Cleveland Street in an amount not to exceed $150,000 for five-years pursuant to Request for Qualifications (RFQ) 26-19, Engineer of Record Consulting Services (EOR), and authorize the appropriate officials to execute same. (consent) SUMMARY: Environmental Site Assessments conducted for the Carpro Facility at 1359 Cleveland Street revealed that it historically operated as a retail gasoline and service station and then an automotive repair facility. During the site assessment, groundwater contamination was found. This included a plume of Trichloroethene (TCE) and isolated areas of isopropylbenzene and arsenic. In order to remediate the site, a remedial action plan was prepared and submitted to FDEP. Cardno implemented an extensive bio-augmentation injection program in December 2011 that included the injection of selected microbes and nutrients that are specifically designed to convert chlorinated solvents to innocuous daughter products (primarily ethene and water). Since that time, the City has been performing semi-annual groundwater testing and submitting Post Active Remediation Monitoring Reports to the FDEP. Over time, levels of contamination at the site have been reduced to very close to the cleanup target levels. Based on the most recent test results, Cardno has recommended continuing the semiannual sampling plan. FDEP agreed with Cardno’s recommendations. APPROPRIATION CODE AND AMOUNT: Funds are available in Community Redevelopment Agency Project 3887552- R2004 Economic Development-County Page 1 City of Clearwater Printed on 3/7/2022 S BETTY LNCLEVELAND ST COURT ST DREW ST GROVE ST S GLENWOOD AVEN BETTY LNS HIGHLAND AVETURNER ST G U L F - T O - B A Y B L V D LAURA ST MAPLE ST S SAN REMO AVES HILLCREST AVEN FREDRICA AVEN HIGHLAND AVEPARK ST N GLENWOOD AVEN HILLCREST AVEMARIVA AVES EVERGREEN AVEPIERCE ST AVANDA CTDE LEON ST JACKSON RD S LINCOLN AVEN EVERGREEN AVEFRANKLIN ST SANTA ROSA ST CRESTVIEW ST FOREST RD N SAN REMO AVEORANGEVIEW AVESAN JUAN CTFRANKLINCIRNE HILLTOP AVEHILLCREST DRN LINCOLN AVEN JEFFERSON AVEKENWOOD AVEN PRESCOTT AVES FREDRICA AVESLADYMARYDRROGERS STN LADY MARY DRLOCATION MAP PROJECTLOCATION Document Path: C:\Users\Kelsey.Troyer\City of Clearwater\Engineering Geographic Technology - Documents\GIS\Engineering\Location Maps\Car Pro Site.mxd Legend Clearwater Service Area Area not in Clearwater Jurisdiction Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Former Car Pro Site Boundary and Monitor Well LocationsParcel Number: 15-29-15-64890-003-0010 Page: 1 of 1 N.T.S.Scale:2/15/2022Date:TMReviewed By:KTMap Gen By: Work Order Initiation Form Page 1 of 7 Revised: 5/13/2020 [Cardno, Inc.] WORK ORDER INITIATION FORM for the CITY OF CLEARWATER Date: __________ , 2022 Consultant Project Number: 00083.191.21 City Project Number: 10-0044-ED City Plan Set Number: ________________ 1. PROJECT TITLE: CAR Pro Site Post Active Remediation Monitoring 2. SCOPE OF SERVICES: The following tasks are designed to support monitoring and remediation of contaminated groundwater with post active remediation monitoring (PARM) / natural attenuation monitoring (NAM) as required by the Interim Source Removal Approval (ISR) Approval Order issued by the Florida Department of Environmental Protection - Southwest District Office on December 14, 2011, in accordance with regulations outlined in Chapter 62-780.700, Florida Administrative Code (FAC). As a means of site remediation, Cardno injected various reagents to the subsurface to achieve bio- remediation of chlorinated solvents. This proposal is for completion of two (2) groundwater sampling events and preparation of two (2) Semiannual PARM reports per year, for a period of five (5) years, or until another alternative for site closure is identified. The scope of services will include groundwater sampling in accordance with FDEP Standard Operating Procedures (SOPs) (FDEP SOPs, most recent updates), quality assurance evaluation of the lab data, evaluation of analytical data (including data base management, time versus concentrations graphical evaluations, biological viability evaluations, etc.), and Semiannual PARM Report preparation. The activities outlined in this work order will be completed in accordance with the Terms and Conditions of the current City of Clearwater Brownfields Grants and in accordance with Chapter 62-780, FAC. Detailed Scope of Services: Year Ten – Groundwater Sampling Work Order Initiation Form Page 2 of 7 Revised: 5/13/2020 Cardno will sample fourteen (14) monitor wells, two times per year (semiannual sampling), submitting the samples to a NELAC certified laboratory analysis. Samples collected from the following monitor wells will be submitted for analysis of VOCs via EPA Method 8260, and for methane, ethane, and ethene by RSKSOP-147/175: Wells MW- 4R, MW-7, MW-8R, MW-9, MW-12R, MW-15, MW-22, MW-23, MW-24, MW-25, MW- 26, MW-27, DW-1, and DW-2. Additionally, field measurements of dissolved oxygen, oxygen reduction potential, and specific conductance will be measured in the field to aid in the evaluation of the data. In addition to VOC analyses, five (5) monitor wells (MW-10, MW-17, MW-18, MW-19, and MW-21) will be sampled once per year (dry season sampling event), for analysis of arsenic. A full round of water levels will be collected prior to initiation of sampling activities to provide for groundwater flow determinations at the time of sampling. Additionally, FDEP required groundwater sampling logs, field instrument calibration logs, and chain-of- custody forms will be completed for inclusion in the associated groundwater monitoring report. Year Ten - Post Active Remediation/Natural Attenuation Monitoring and Reporting Cardno will prepare two semi-annual reports to summarize the results of Year 10 of the PARM program. The reports will include time versus concentration graphs of data, plume maps for constituents of concern (COCs), and critical evaluation of data results, including recommendations. Subsequent Events (Sampling and Reporting) Cardno will complete the same activities identified for Year Ten, for up to four additional years based on this Work Order Authorization (five years total)_. Cardno will notify FDEP SW District, 7 days before initiation of field activities. The City and/or their subcontractor must collect semi-annual groundwater samples in accordance with the modified PARM Plan summarized in the FDEP deliverable review letter dated April 18, 2014, which includes groundwater sample collection 3. PROJECT GOALS: Evaluate site conditions and the continuing reduction in groundwater contamination concentrations at the site, ultimately reducing concentrations to CTL levels outlined in Chapter 62-777, F.A.C., or to alternative CTL concentrations that will support conditional closure of the Car Pro property, and adjacent properties. Work Order Initiation Form Page 3 of 7 Revised: 5/13/2020 4. BUDGET: This price includes all labor and expenses anticipated to be incurred by Cardno, Inc. for the completion of these tasks in accordance with Professional Services Method “B” – Lump Sum – Percentage of Completion by Task in the annual amount of Twenty-Nine Thousand Dollars ($29,000). Annual cost for completing the tasks outline above (sampling and reporting) will be $29,000.00; which will be invoiced in two installments of $14,500.00, after submittal of each semiannual report. This cost also includes one response to FDEP comments on the reports submitted, as required. This same price structure will be maintained for a period of five (5) years (including year 10), or until other site closure alternatives are implemented. 5. SCHEDULE: Semi-annual sampling activities have typically been conducted in May and September of each year; however, the schedule can be modified as long with FDEP approval, as long as the sampling events occur six months apart. It will be Cardno’s objective to complete and submit the semi-annual reports within 45 days of completion of sampling activities. 6. STAFF ASSIGNMENT: Terry Griffin, PG – Project Manager (727) 224-9480, Miles Ballogg – Director (727) 431- 1555, Joe Marsh – Staff Engineer (727) 224-8961 7. CORRESPONDENCE/REPORTING PROCEDURES: ENGINEER’s project correspondence shall be directed to: Terry Griffin, PG Terry.Griffin@Cardno.com All City project correspondence shall be directed to: Joe DeCicco, PE 8. INVOICING/FUNDING PROCEDURES: For work performed, invoices shall be submitted monthly to the: City of Clearwater Community Redevelopment Agency Attention: Anne Lopez, CRA Program Specialist PO Box 4748 Clearwater, Florida 33758-4748 Contingency services will be billed as incurred only after written authorization provided by the City to proceed with those services. City Invoicing Code: _____________________________ Work Order Initiation Form Page 4 of 7 Revised: 5/13/2020 9. INVOICING PROCEEDURES: At a minimum, in addition to the invoice amount(s) the following information shall be provided on all invoices submitted on the Work Order: A. Purchase Order, Project and Invoice Numbers and Contract Amount. B. The time period (begin and end date) covered by the invoice. C. A short narrative summary of activities completed in the time period. D. Contract billing method – Lump Sum or Cost Times Multiplier. E. If Lump Sum, the percent completion, amount due, previous amount earned and total earned to date for all tasks (direct costs, if any, shall be included in lump sum amount). F. If Cost Times Multiplier, hours, hourly rates, names of individuals being billed, amount due, previous amount earned, total earned to date for each task and other direct costs (receipts will be required for any single item with a cost of $50 or greater or cumulative monthly expenses greater than $100). G. If the Work Order is funded by multiple funding codes, an itemization of tasks and invoice amounts by funding code. 10. SPECIAL CONSIDERATIONS: The consultant named above is required to comply with Section 119.0701, Florida Statutes (2013) where applicable. Work Order Initiation Form Page 5 of 7 Revised: 5/13/2020 PREPARED BY: APPROVED BY: ________________________ Terry Griffin, PG Tara Kivett, P.E. Senior Principal – Environmental Remediation City Engineer Cardno, Inc. City of Clearwater 2/22/2022 ___________________ Date Date Work Order Initiation Form Page 6 of 7 Revised: 5/13/2020 ATTACHMENT “A” City of Clearwater Engineering Department WORK ORDER INITIATION FORM CITY DELIVERABLES 1. FORMAT: The design plans shall be compiled utilizing the following methods: 1. City of Clearwater CAD standards. 2. Datum: Horizontal and Vertical datum shall be referenced to North American Vertical Datum of 1988 (vertical) and North American Datum of 1983/90 (horizontal). The unit of measurement shall be the United States Foot. Any deviation from this datum will not be accepted unless reviewed by City of Clearwater Engineering/Geographic Technology Division. 2. DELIVERABLES: The design plans shall be produced on bond material, 24" x 36" at a scale of 1" = 20’ unless approved otherwise. Upon completion the consultant shall deliver all drawing files in digital format with all project data in Autodesk Civil 3D file format. NOTE: If approved deviation from Clearwater CAD standards are used the Consultant shall include all necessary information to aid in manipulating the drawings including either PCP, CTB file or pen schedule for plotting. The drawing file shall include only authorized fonts, shapes, line types or other attributes contained in the standard release of Autodesk, Inc. software. All block references and references contained within the drawing file shall be included. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or email address Tom.Mahony@myClearwater.com. All electronic files (CAD and Specification files) must be delivered upon completion of project or with 100% plan submittal to City of Clearwater. Work Order Initiation Form Page 7 of 7 Revised: 5/13/2020 ATTACHMENT “B” Car Pro Sampling and Reporting Cardno, Inc. WORK ORDER INITIATION FORM PROJECT BUDGET Task Description Subconsultant Services Labor Total 1.0 Groundwater Sampling and Reporting – Semiannual Event 1 NA $14,500.00 $14,500.00 2.0 Groundwater Sampling and Reporting – Semiannual Event 2 NA $14,500.00 $14,500.00 Grand Total (Annual LS cost) $29,000.00 Post-Active Remediation / Natural Attenuation Monitoring Report March 2021 Former Car Pro Site 1359 Cleveland Street Clearwater, FL 33755 County Parcel ID No. 15/29/15/64890/003/0010 Cooperative Agreement #BF-97493703 Prepared for: Economic Development & Housing Department P. O. Box 4748 Clearwater, Florida 33758-4748 City Purchase Order No. ST114413 Prepared by: 380 Park Place Boulevard, Suite 300 Clearwater, FL 33759 727-531-3505 Report Date April 2021 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx ii CONTENTS 1.0 INTRODUCTION ............................................................................................................ 1 2.0 POST-ACTIVE REMEDIATION / NATURAL ATTENUATION MONITORING ............... 3 2.1 Groundwater Sampling Activities ................................................................................ 3 2.2 March 2021 Analytical Results .................................................................................... 3 2.2.1 Chlorinated Solvent Impacts .................................................................................................................. 3 2.2.2 Arsenic Impacts ...................................................................................................................................... 6 2.2.3 Underground Injection Control Parameters .......................................................................................... 6 2.2.4 Remediation Effectiveness Monitoring Results ..................................................................................... 7 2.3 Groundwater Elevations and Flow .............................................................................. 7 3.0 CONCLUSIONS AND RECOMMENDATIONS .............................................................. 9 4.0 STATEMENT OF QUALITY AND PROFESSIONAL CERTIFICATION ........................10 5.0 REFERENCES ..............................................................................................................11 TABLES Table 1 Groundwater Analytical Results Table 2 Groundwater Elevation Summary FIGURES Figure 1 Former Car Pro Site Boundary Map and Monitor Well Locations Figure 2 Pre-Remediation TCE Plume and Proposed Injection Layout Figure 3 Trichloroethene Concentrations in Groundwater, March 2021 Figure 4 Cis-1,2-Dichloroethene Concentrations in Groundwater, March 2021 Figure 5 Vinyl Chloride Concentrations in Groundwater, March 2021 Figure 6 Ethene Concentrations in Groundwater, March 2021 Figure 7 Baseline TCE Plume and March 2021 COC Plumes Figure 8 COC Concentrations vs. Time, MW-7 Figure 9 COC Concentrations vs. Time, MW-8R Figure 10 COC Concentrations vs. Time, MW-9 Figure 11 COC Concentrations vs. Time, MW-12R Figure 12 COC Concentrations vs. Time, MW-15 Figure 13 COC Concentrations vs. Time, MW-24 Figure 14 COC Concentrations vs. Time, MW-25 Figure 15 COC Concentrations vs. Time, MW-26 Figure 16 Oxidation/Reduction Potential (Graph) Figure 17 Methane Concentrations in Groundwater (Graph) Figure 18 Groundwater Flow in the Surficial Aquifer, March 3, 2021 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx iii APPENDICES Appendix A Groundwater Sampling and Calibration Logs, March 2021 Appendix B Laboratory Analytical Reports, March 2021 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx iv ACRONYMS, ABBREVIATIONS, AND UNITS OF MEASURE 3DMe™ 3-D MicroEmulsion HRC advanced μg/L micrograms per liter bls below land surface BDI Plus™ Bio-Dechlor Inoculum Plus BTEX benzene, toluene, ethylbenzene, total xylenes DCE Dichloroethene City City of Clearwater COCs Constituents/Contaminants/Chemicals of Concern DCE 1, 1-dichloroethene DO dissolved oxygen DPT direct push technology DW- deep well EPA Environmental Protection Agency ESA Environmental Site Assessment FAC Florida Administrative Code ft feet FDEP Florida Department of Environmental Protection GCTL Groundwater Cleanup Target Level HRC hydrogen release compound lbs pounds LF linear feet MTBE methyl tertiary butyl ether MW- monitor well NAVD North America Vertical Datum ORP oxidation reduction potential PARM Post Active Remediation Monitoring RAP Remedial Action Plan SAR Site Assessment Report SRCO Site Rehabilitation Completion Order SCTL Soil Cleanup Target Level SVOC Semi-Volatile Organic Compound TCE trichloroethene TOC total organic content TRPH Total Recoverable Petroleum Hydrocarbons UST underground storage tank VC vinyl chloride VOC Volatile Organic Compound J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 1 1.0 INTRODUCTION Cardno, Inc. (Cardno) has assisted the City of Clearwater (City) in performing environmental assessment, remedial actions, and post-active remediation monitoring (PARM) at the former Car Pro site (Brownfield Site ID #BF529701005, Florida Department of Environmental Protection [FDEP] Site ID COM_284665). The project site is located in Clearwater, Pinellas County, Florida, on the southwest corner of Cleveland Street and South Evergreen Avenue, and is comprised of an approximately 0.32 acre rectangular-shaped parcel (15-29-16-64890-003- 0010). The Site is currently fenced and undeveloped. In addition to the Site parcel, environmental assessment, remedial actions and/or PARM activities have also been implemented within the following off-site parcels to the west: 15/29/15/64890/003/0050 (Idle Spur Saloon – 1351 Cleveland Street) 15/29/15/64890/003/0070 (restaurant – 1349 Cleveland Street) 15/29/15/64890/003/0010 (drainage swale – no address) 15/29/15/12276/006/0030 (Pinellas Auto Body and Services – 1331 Cleveland Street) A site boundary map; depicting the former Car Pro site and the off-site study area is provided on Figure 1. The former Car Pro site was historically occupied by a retail gasoline/service station (1956- 1980), and was later occupied by an automotive rust proofing/undercoating facility (1985), an automotive repair facility (1991-2006), the Allied Steel and Aluminum Stair Builder Company (2007-2008), and an outdoor wedding set-up business (2009). A source removal action was conducted by others in December 2008, during which an oil water separator system with two interior catch basins, associated piping, 1,150 gallons of oily petroleum wastewater, and 107.06 tons of petroleum impacted soil were removed from the site. All structures were subsequently removed from the property. As summarized in the Combined Document – Brownfields Site Assessment Report and Remedial Action Plan (BSAR/RAP) (Cardno, September 16, 2011, with subsequent addenda), Brownfields site assessment activities were conducted from September 2010 through November 2011. No constituents of potential concern (COPCs) were detected above soil cleanup target levels (SCTLs) listed in Chapter 62-777, Florida Administrative Code (FAC) Table II; however, trichloroethene (TCE) was detected in groundwater above Groundwater Cleanup Target Levels (GCTLs) (Chapter 62-777, FAC, Table I), within both the Car Pro property and within two adjacent properties to the west. Isolated areas of dissolved isopropylbenzene and arsenic impacts above GCTLs were also encountered in a primarily upgradient position, in the northeast portion of the site. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 2 Based on the groundwater impacts documented at the site, the combined BSAR/RAP provided a remedial approach that included bio-augmentation via reductive dechlorination of the TCE plume to meet the default GCTL of 3 micrograms per liter (µg/L). Specifically, an injection program was proposed that included a proprietary hydrogen release compound (3DMicroEmulsion [3DMe]), coupled with a proprietary strain of Dehalococcoides ethenogenes bacteria and nutrients (BDI Plus). It was also proposed that the isolated arsenic and isopropylbenzene plumes be re-evaluated following the remediation of the TCE plume. Cardno implemented the 3DMe and BDI Plus injection program from December 15 through December 29, 2011. Approximately 67,000 pounds of 3DMe and 102 liters of BDI plus were injected into ninety-seven (97) direct push technology (DPT) injection points and four (4) horizontally-drilled injection wells, as summarized in the Semi-Annual Remedial Action Status Report, dated September 13, 2012. Four quarterly post active remediation monitoring (PARM) events were conducted during 2012, and a change to semiannual monitoring was approved by the FDEP on May 9, 2013. Sixteen (16) semiannual PARM/Natural Attenuation Monitoring (NAM) events have been conducted between July 2013 and March 2021. Documents have been designated as both PARM and NAM reports as the results of both active in-situ remediation and natural attenuation of residual impacts are being evaluated. This PARM / NAM Report summarizes the results of the sampling event that was conducted in March 2021, just over 9 years after the bio-augmentation injection program was completed. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 3 2.0 POST-ACTIVE REMEDIATION / NATURAL ATTENUATION MONITORING 2.1 Groundwater Sampling Activities EnviroTrac, Ltd. conducted the most recent sampling activities in March 2021. Field sampling forms and equipment calibration logs from this sampling event are provided in Appendix A. Based on a review of field sampling forms, it appears that field activities were conducted in general accordance with the Site-Specific Quality Assurance Plan and Addenda approved August 20, 2010 and FDEP Standard Operating Procedures DEP-SOP-001/01. The following fourteen (14) monitor wells are currently sampled semiannually for analysis of volatile organic compounds (VOCs) (Environmental Protection Agency [EPA] Method 8260), methane, ethane, and ethene, as well as field measurements for dissolved oxygen (DO), oxygen reduction potential (ORP), and specific conductance: MW-4R MW-7 MW-8R MW-9 MW-12R MW-15 MW-22 MW-23 MW-24 MW-25 MW-26 MW-27 DW-1 DW-2 Additionally, the following five (5) monitor wells are sampled annually for dissolved arsenic concentrations: MW-10 MW-17 MW-18 MW-19 MW-21 Arsenic sampling was conducted during March 2021 and the results are included within this report. 2.2 March 2021 Analytical Results 2.2.1 Chlorinated Solvent Impacts As discussed previously, elevated concentrations of TCE were broadly distributed across the site prior to active remediation, with no other solvents detected. Monitor wells were sampled in March 2021 for volatile organic compounds (VOCs), which includes TCE and its degradation daughter products. Laboratory analytical reports are provided in Appendix B and groundwater analytical results, including historical results, are summarized in Table 1. The pre-remediation TCE plume and bio-augmentation injection point locations from the December 2011 injection event are shown on Figure 2. Additionally, the plumes for TCE, cis 1,2–dichloroethene (cDCE), vinyl chloride (VC), and ethene in March 2021 are shown on Figures 3, 4, 5, and 6, respectively. Prior to active remediation, the solvent plume was comprised solely of TCE. However, as shown on Figures 3 through 6, TCE concentrations are substantially lower than before active remediation and the chlorinated solvent plume has undergone significant conversion from TCE to cDCE; cDCE to VC, and VC to ethene since the J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 4 December 2011 injection program. In addition to conversion through degradation, the overall plume size was notably smaller in March 2021 than before active remediation (see Figure 7). COC concentrations in March 2021 were similar to those detected in August 2020, with a few exceptions. For instance, TCE concentrations in the primary source zone monitor well MW-8R were significantly lower in March 2021 than in August 2020; however, the GCTL for TCE was exceeded at the downgradient MW-25 location in March 2021, but was not detected at this location in August 2020. Based on this comparison, the TCE plume in March 2021 was of lower concentration, but was more continuous throughout the impacted area. Like TCE, the cDCE concentration in well MW-8R was significantly lower in March 2021 than in August 2020, with the detected concentration in March 2021 slightly below the GCTL. The VC concentration was also significantly lower in the monitor well MW-8R sample in March 2021 than in August 2020; however, the VC concentration in well MW-25 went from non-detect to 21.8 µg/L in mid-plume well MW-25. As a result, the VC plume appears more continuous in March 2021, with GCTL exceedances occurring within three monitor wells; source zone well MW-8R, mid-plume well MW-25, and downgradient plume margin well MW-12R. Water levels in March 2021 were generally similar to slightly deeper than in August 2020. While historical water quality variations in select locations appear to be seasonally variable, differences in water quality between March 2021 and August 2020 do not appear to be related to water level differences. Time versus concentrations graphs for critical monitor wells are shown on Figures 8 through 15, and the following observations are made for each of the key monitor wells shown on these figures. Historical COC concentrations are also summarized in Table 1. MW-7 Figure 8 This well is generally side gradient of the presumed source area and has historically exhibited minor exceedances of the TCE and/or cDCE GCTL. All COCs have been below GCTLs at this location since March 2018. MW-8R Figure 9 This was the most heavily impacted well at the Site prior to active remediation (2,400 µg/L TCE in 2011). Substantial reductions in COC concentrations have occurred since active remediation, as well as a significant conversion from TCE to other daughter products. COC concentrations appear to fluctuate seasonally with concentrations in August 2020, the highest detected since active remediation was implemented in 2011. Concentrations were notably lower in March 2021; however, TCE and VC concentrations were both above GCTLs during this sampling event. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 5 MW-9 Figure 10 This well is located approximately 20 feet south (side-gradient) of the historically most-impacted monitor well (MW-8R), and is approximately 60 feet away from the presumed original source of impacts at the Car Pro site. COC concentrations are generally low at this location, but have fluctuated notably over time. No COCs were detected above GCTLs at this location during the past three sampling events, including March 2021. MW-12R Figure 11 This well has typically defined the downgradient extent of the solvent plume. The cis-1,2-DCE concentration in this well initially spiked after active remediation, but was subsequently converted almost completely to vinyl chloride (VC) and ethene. The VC concentration in this well has consistently remained slightly above the 1 µg/L GCTL with a VC concentration of 8 µg/L in March 2021. This is the only COC exceeding GCTLs since 2014. Methane concentrations have fluctuated somewhat at this location but have remained relatively high more than nine years after bio-augmentation was implemented at the site in December 2011 (4,060 µg/L in March 2021). The ORP reading was still negative at -149.7 mV in March 2021, but continues on an slightly upward trend. These results indicate that anaerobic biological activity may still be ongoing at this location, but at a reduced rate. However, the viability of dehallococcoides bacteria at this location is not known. MW-15 Figure 12 This well location has typically defined the southern boundary of the COC plume, near its downgradient (western) extent. COC concentrations have declined rapidly and consistently since a spike in concentrations in 2018, with no COCs detected during the past three sampling events (including March 2021). MW-24 Figure 13 This well is located near the presumed source area within the former Car Pro property. No COCs were detected in this sample in August 2020 nor March 2021. MW-25 Figure 14 This well is in the central portion of the historical VOC plume, downgradient from the highest COC concentration well (MW-8R). Historical (post remediation) COC concentrations have fluctuated significantly at this location, with no COCs exceeding GCTLs during the previous three sampling events. However, both TCE and VC concentrations rebounded to above GCTLs at this location in March 2021. MW-26 Figure 15 This well has historically defined the downgradient extent of the COC plume on the northern portion of the plume, with COC concentrations intermittently above GCTLs. No COCs were detected above GCTLs at this location in March 2021. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 6 In summary, the majority of TCE at this site has been converted to either cDCE, VC, or ethene; since active remediation in December 2011. Concentrations within a limited number of wells frequently fluctuate from concentrations just above or just below GCTLs, except for location MW-8R where COCs are consistently above GCTLs, but at varying concentrations. In March 2021, TCE and/or VC exceeded GCTLs in either source zone well MW-8R (both COCs), mid- plume well MW-25 (both COCs), or downgradient well MW-12R (vinyl chloride only). There remains limited indication that reductive dechlorination is still occurring in isolated portions of the plume. A discussion of oxidation/reduction potential (ORP) and methane concentrations is provided in Section 2.2.4. 2.2.2 Arsenic Impacts As discussed previously, arsenic was historically detected slightly above GCTLs in select upgradient monitor wells at the site and, as a result, monitoring of arsenic at these well locations is conducted on an annual basis. Arsenic results from March 2021 are included in Table 1, and are shown on the VOC plume maps (Figures 3 through 6). As indicated in this Table and on these Figures, arsenic was not detected in the MW-19 sample, was detected at a concentration of approximately 4.0 µg/L in wells MW-10 and MW-18, and was detected above the GCTL in well MW-21 (14.7 µg/L) and well MW-17 (16.1 µg/L). Note that well MW-17 is the most upgradient well at the site. It does not appear that elevated arsenic at these locations is associated with historical activities conducted at the former Car Pro site. 2.2.3 Underground Injection Control Parameters 3DMe and BDI Plus are comprised of food grade and/or non-toxic materials. While BDI Plus did not require a temporary injection zone of discharge (ZOD) variance, the injection of 3DMe has the potential to cause pH, Total Dissolved Solids (TDS), color, and chloride to be temporarily outside of the following acceptable limits. o pH - Range of 6.5 to 8.5 o TDS – 500 mg/L, maximum o Color – 15 color units, maximum o Chloride – 250 mg/L, maximum The “UIC parameters” listed above remained within acceptable limits after injection, with the exception of periodically low pH readings (still within typical groundwater ranges), and initially- elevated color readings. The initial increase in color was potentially attributed to the growth of Dehalococcoides ethenogenes bacteria; however, all water samples from the past several years have been described as clear. At this time, UIC parameter analysis has been halted, other than stabilization parameter readings during well purging and sampling. If required, an additional evaluation of UIC parameters can be made at the time of site closure. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 7 2.2.4 Remediation Effectiveness Monitoring Results In addition to the primary COCs evaluated in groundwater, other parameters can provide information regarding the continued viability of reductive dehalogenation processes at the site. Two of the primary parameters include ORP and methane concentrations. To maintain suitable conditions for reductive dehalogenation to occur, the ORP readings must remain significantly negative. ORP readings for key monitor wells from before bio-augmentation (baseline), through March 2021 are shown on Figure 16. As shown on this figure, ORP readings were driven down significantly as a result of 3DMe injections and generally remained low through approximately month 55, where they began a steady upward trend. ORP readings in critical monitoring wells in March 2021 were down slightly compared to August 2020, but remained above or near zero (0) mV in all wells except for well MW-12R, which is located in a landscaped area of the site downgradient of the primary remediation area. Based on these ORP readings, an additional injection phase would likely be required to re-establish significantly anaerobic conditions within impacted portions of the aquifer, a condition typically required to facilitate significant reductive dehalogenation of contaminants in groundwater. A second parameter that can provide indication of reductive dechlorination viability is the presence of methane. Generally, if hydrogen concentrations are high enough to support sulfate reduction or methanogenesis, then reductive dechlorination is probably occurring (Weidemeier, et.al, 1998). Methane concentrations from the baseline sampling event through March 2021 are shown on Figure 17. As shown on this figure, methane concentrations were initially driven from essentially zero to concentrations exceeding 5,000 µg/L as a result of the bio-injection program, but have trended steadily downward since that time. The trend is consistent among all monitor wells except for well MW-12R. The reason for the significant variability in methane concentrations at the MW-12R well location is not known, but may be related to its location in a landscaped area of the site, where nutrients may be added to support vegetative growth. Both ORP and methane concentrations in groundwater indicate reduced viability of reductive dechlorination processes at the site; however, a direct quantification of bacteria in the subsurface would be required to specifically determine the quantity and viability of dehalococcoides ethenogenes bacteria in the subsurface, and whether or not a polishing phase injection is recommended. 2.3 Groundwater Elevations and Flow Depth-to-water (DTW) measurements were made at most monitor well locations on March 3, 2021, and the readings were corrected to North American Vertical Datum (NAVD) 88 survey data to develop water level elevation measurements. These measurements are summarized in Table 2 and the resulting groundwater flow map for the surficial aquifer is shown on Figure 18. As shown in Table 2, water levels in March 2021 were similar to those in August 2020 in most locations, but were more than one foot deeper in others. Despite these differences, groundwater flow patterns were consistent with historical patterns, with flow to the west, towards the significant drainage canal in this direction. The flow gradient in March 2021 was J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 8 approximately 0.042 ft/ft on the eastern portion of the study area, flattening to a gradient of approximately 0.012 ft/ft further to the west, approaching the drainage canal (Figure 18). Also presented in Table 2 and on Figure 18 are the groundwater elevations for the two deeper wells at the site (DW-1 and DW-2). These two deep wells are screened beneath a documented semi-confining unit at the site, from 60 to 65 feet and from 55 to 60 feet, respectively. As shown on Figure 18, water levels in the deeper aquifer were approximately 3 to 6 feet lower than in the surficial aquifer near the center of the site, indicating a significant downward vertical flow gradient in March 2021. Note that neither of these two deep wells have ever contained COCs above GCTLs. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 9 3.0 CONCLUSIONS AND RECOMMENDATIONS An extensive bio-augmentation injection program was implemented at the former Car Pro site in December 2011 to facilitate in–situ biological degradation of TCE by reductive dechlorination. This process requires transforming portions of the subsurface to anaerobic conditions, and providing sufficient nutrients (if required) to facilitate bacteria growth. Additionally, the primary anaerobic bacteria associated with complete conversion of chlorinated solvents to innocuous daughter products (i.e., ethene and water) (Dehalococcoides ethenogenes) were also added to facilitate complete conversion. The pre-remediation (baseline) TCE plume has been combined with March 2021 COC plumes on Figure 7 to evaluate changes in plume configuration over time. This comparison, along with analytical data collected more than nine years after the injection program was completed (March 2021), support the following observations and conclusions.  TCE has been either eliminated or substantially converted to cDCE, VC, and ethene throughout the majority of the plume (Figure 7).  GCTLs for the established COCs were exceeded in only three monitor well samples in March 2021. This includes source area monitor well MW-8R, mid-plume monitor well MW-25, and downgradient monitor well MW-12R. Concentrations in source zone well MW-8R were notably lower in March 2021 than in August 2020; however, concentrations increased to above GCTLs in mid-plume well MW 25 in March. The resulting plume is comprised of relatively low COC concentrations throughout.  While ethene concentrations are low, measureable quantities of ethene were recorded in samples MW-7, MW-8R (highest reading of 2.2. µg/L), MW-12R, and MW-25 indicating continued but minor levels of conversion to ethene may be occurring at these locations.  ORP readings in the subsurface continue to increase, with significantly negative ORP concentrations limited to a single monitor well (MW-12R). This indicates conditions are not generally favorable for continued reductive halogenation.  Methane concentrations have dropped to very low levels at all locations except the well MW-12R location, also indicating unfavorable conditions for reductive dehalogenation to occur. Based on these observations, COC concentrations have been reduced to concentrations very close to or below GCTLs throughout the entire site, with the exception of the MW-8R. While reductive dechlorination appears to be continuing to a limited degree at select locations (based primarily on low concentrations of ethene), the subsurface conditions at the Site appear considerably less favorable for contaminant conversion during recent sampling events. Based on these results, continued Site monitoring in accordance with the approved semiannual sampling schedule appears appropriate. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 11 5.0 REFERENCES Cardno TBE. September 16, 2011. Combined Document – Brownfields Site Assessment Report and Remedial Action Plan – Former Car Pro Site (and Site Assessment Report/Remedial Action Plan addenda inclusive of supplemental information dated and received through June 6, 2012). FDEP. December 14, 2011. Interim Source Removal Approval Order – Former Car Pro. FDEP. November 8, 2012. Revisions to Post Active Remediation Monitoring Plan, dated October 2, 2012, Semi-Annual Remedial Action Status Report, dated September 7, 2012, and Response to FDEP Comments, dated June 6, 2012. FDEP. October 21, 2013. Semi-annual Post Active Remediation Monitoring Report, dated October 8, 2013 - Approval Letter. Wiedemeier, T.H., et.al., September 1998. Technical protocol for Evaluating natural Attenuation of Chlorinated Solvents in Groundwater. U.S. EPA/600/R-98/128. J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 12 TABLES Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20000.24U 0.24U 0.24U0.24U0.24U0.24U 0.2 U0.34U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U1,1,2-Trichloroethaneµg/L5500.35U 0.35U 0.35U0.35U0.35U0.35U 0.20 U0.32U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U1,1-Dichloroethaneµg/L70 7000.22U 0.22U 0.22U0.22U0.22U0.22U 0.21 U0.26U 0.24 U 0.2 U 0.2 U 0.26 U 0.26 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U1,1-Dichloroethyleneµg/L7700.38U 0.38U 0.38U0.38U0.38U0.38U 0.20 U0.25U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 UAcetoneµg/L6300 6300020U20U20U20U20U20UNAUNANA NA NA NA NA NA NA NA 10.00 U 10.00 U 10.00 U 10.00 U 10.00 U 10.0 UBenzeneµg/L1 1000.45U 0.45U 0.45U0.45U0.45U0.45U 0.21 U0.24U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 UCarbon Disulfideµg/L700 70000.37U 0.37U0.37U0.37U0.37U0.37UNANANANANANANANANANA0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 UChloroformµg/L70 700 0.3 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.26 U 0.31 U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 UBromodichloromethaneµg/L0.6 60 NANA0.19 U 0.19 U 0.19 U 0.19 U 0.20 U 0.26 U NANANA 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 UEthylbenzeneµg/L30 3000.23U 0.23U 0.23U0.23U0.23U0.23U 0.29 U0.28U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 UTotal Xylenesµg/L20 2000.83U 0.83U 0.83U0.83U0.83U0.83U 0.50 U0.66U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 UTolueneµg/L40 4000.7U 0.96U 0.46U0.46U0.46U0.7U 0.20 U0.20U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 Utrans-1,2-Dichloroetheneµg/L100 10000.23U 0.23U 0.23U0.23U0.23U0.23U 0.23 U0.34U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 UTrichloroetheneµg/L3 3000.3U 0.3U 0.3U0.3U0.3U0.3U 0.31 U0.30U 0.3 U 0.31 U 0.31 U 0.27 U 0.27 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 UVinyl Chlorideµg/L11000.19U0.19U 0.19U0.19U0.19U0.19U0.440.33U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U1,3,5-Trimethylbenzeneµg/L10 1000.25U 0.25U 0.25U0.25U0.25U0.25UNAUNANANANANANANANANA0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 UMTBEµg/L20 200 NANA0.41 U 0.41 U 0.41 U 0.41 U 0.21 U 0.20 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNaphthaleneµg/L14 140 1U1U1U1U1U1UNANANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U1,2,4-Trimethylbenzeneµg/L10 1000.32U 0.32U 0.32U0.32U0.32U0.32UNANANANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 Usec-Butylbenzeneµg/L280 28000.31U 0.31U 0.31U0.31U0.31U0.31UNANANANA 0.22 U NANANANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 Ucis-1,2-Dichloroetheneµg/L70 7000.34U 0.34U 0.34U0.34U0.34U0.34U 0.24 U0.33U 0.33 U 0.22 U 0.22 U 0.31 U 0.31 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UIsopropylbenzeneµg/L0.8 80.28U 0.28U 0.28U0.28U0.28U0.28UNANANANANANANANANANA0.22U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 UMethaneµg/LNE NENANANANANANA309062101070 44.4 0.17 117138832.6 11.00.4I1.50.16 U8.80 17.4 247.0Etheneµg/LNE NENANANANANANA0.32 U0.32U 0.32U U 0.32 U 0.43 U 0.32 U 0.32 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UArsenicµg/L10 100NANANANANANANANANANANANANANANANANANANANANANAResultQualifier3/15/20188/22/2019ResultQualifier8/26/2020ResultQualifier2/26/2020ResultQualifier Sample ID MW-3RDate 7/30/20146/29/2011 6/29/2011 3/28/2012 6/28/2012 9/21/20127/17/201312/17/20121/27/20158/16/20167/30/20151/22/2014Qualifier NADCsResultQualifier ResultQualifierResultResultQualifier Qualifier QualifierResultQualifier Values are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.Qualifier D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.ResultQualifier ResultParameter Units GCTLs QualifierResultQualifierResultResult9/15/20173/7/2017ResultQualifier QualifierResultQualifierResult3/27/2019ResultQualifier10/29/2018ResultQualifier MW-4R3/4/2021ResultQualifierResultQualifier Result2/16/2016J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx1 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24UNA 0.24U0.24U0.24U0.24U 0.20 U0.34U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U0.68I 0.50 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35UNA 0.35U0.35U0.35U0.35U 0.20 U0.32U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.50 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22UNA 0.22U1.00.22U0.22U 0.21 U0.26U 0.24 U 0.2 U 0.2 U 0.26 U 0.26 U 0.34 U1.60.5 U 0.3 U 0.3 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38UNA 0.38U6.50.38U0.38U 0.20 U0.25U 0.25 U 0.27 U0.22U 0.22 U 0.22 U 0.32 U6.100.50 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20UNA 20U20U20U20UNANANA NA NA NA NA NA NA 10.00 U NA U NA U 10.00 U 10.00 U 10.00 U 10.00 U 10.00 U0.45UNA 0.45U0.45U0.45U0.45U 0.21 U0.24U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.10 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37UNA 0.37U0.37U0.37U0.37UNANANA NA NA NA NA NA NA 5.00 U NA U NA U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6 U NA 0.6 U 0.6 U 0.6 U 0.6 U 0.26 U 0.31 U 0.31 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.50 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19 U NA 0.19 U 0.19 U 0.19 U 0.19 U 0.20 U 0.26 U NA NA 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.27 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.23UNA 0.23U0.23U0.23U0.23U 0.29 U0.28U0.28U 0.2 U 0.25 U 0.25 U 0.25 U 0.36 U 0.36 U 0.50 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83UNA0.83U0.83U0.83U0.83U 0.50 U0.66U 0.66 U 0.51 U 0.56 U 0.56 U 0.56 U 0.72 U 0.72 U 1.50 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.46UNA0.46U0.46U0.46U0.7U 0.20 U0.20U 0.2 U 0.4 U 0.20 U 0.20 U 0.20 U 0.30 U0.53I 0.50 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23UNA0.23U0.57I0.23U0.23U 0.23 U0.34U 0.34 U 0.21 U 0.25 U 0.33 U 0.33 U 0.22 U 0.22 U 0.50 U0.23 I0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U0.3UNA0.3U0.3U0.47I0.3U63.30.30U6.20.31 U16.6U 0.27 U4.22.71470673.71.90.47I 0.35 U 0.35 U2.400.35 U0.19UNA0.19U730.19U0.19U9.70.33U350.25 U10.5U 0.31 U 0.31 U1.776.74.40.5 I0.4 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.25UNA0.25U0.25U0.25U0.25UNANANANANANANANANA0.50 U 0.50 U 0.50 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U0.41 U NA0.41 U 0.41 U 0.41 U 0.41 U 0.21 U 0.20 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U NANANA0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1UNA 1U1U1U1UNANANANANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32UNA0.32U0.32U0.32U0.32UNANANANANANANANANA0.50U 0.50 U 0.50 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.31UNA0.31U0.31U0.31U0.31UNANANANA 16.6 U NANANANANA U NA U NA U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.34UNA0.34U430L1.30.34U23.80.33U12.70.22 U 0.22 U 0.31 U1.32.255933.62.61.80.28 U 0.28 U 0.28 U 0.28 U 0.28 U0.28UNA0.28U0.28U0.28U0.28UNANANANANANANANANA0.50 U 0.50 U 0.50 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 UNANANANANANA2000 3180 2170 2560 2660 450 363 436 1010NA635856 224.0 88.8 110.0 37.5 241.0NANANANANANA0.79I0.43U10.90.43 U13.30.32 U 0.32 U0.84 22.4NA0.4 U18.40.43 U 0.43 U 0.43 U 0.43 U0.624U5.4INANANANANANANANANANANANANANANANANANANANANAResultResultQualifier8/26/2020ResultQualifier8/22/2019ResultQualifier2/27/2020ResultQualifier ResultResult1/27/20153/28/2019ResultQualifier 8/15/20169/14/2017ResultQualifier ResultResult7/30/2015 2/16/20169/24/20126/28/201210/29/2018Qualifier Qualifier3/7/201712/18/201210/10/2017 3/15/2018 Qualifier Qualifier ResultResultQualifier QualifierResultQualifierResultResultQualifier Qualifier ResultResultQualifierResult Result7/31/20141/23/20144/2/20129/2/2010 10/26/2010 Qualifier7/17/2013MW-73/4/2021ResultQualifierQualifierQualifier QualifierResultQualifier QualifierResult J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx2 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs6.3 NA0.91I2.1 3.20.24 U 0.24 U 0.24 U0.24U 0.20 U1.7U 0.34 U 1.3 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.41INA0.35U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U0.35U 0.20 U1.6U 0.32 U 1.6 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.87INA0.31I 0.22 U0.62 I0.22 U1.13.80.86I 0.21 U1.3U0.78I 1 U 0.2 U0.670.26 U1.50.34 U0.97 I0.31 U 0.34 U 0.34 U 0.34 U0.98I 0.34 U12 NA0.38U5.45.13.419132.60.20 U2.30.62I2.3I 0.27 U1.2 0.94 2.60.3 U2.10.3 U 0.32 U 0.32 U 0.32 U2.100.32 U20UNA20U 20 U 20 U9620 U 20 U20UNANANANANA U NANANANANANA 10.00 U 10.00 U 10.00 U 10.00 U 10.0 U0.45UNA0.45U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U0.45U 0.21 U1.2U 0.24 U 1 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37UNA0.37U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U0.37UNANANANANA U NANANANANANA0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6 U NA0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.26 U 1.6 U 0.31 U 1.5 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19 U NA0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.20 U 1.3 U NANA 0.22 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.23UNA0.23U 0.23 U 0.23 U 0.23 U 0.23 U0.32I0.23U 0.29 U1.4U 0.28 U 1 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83UNA0.83U 0.83 U 0.83 U 0.83 U 0.6 U 0.6 U0.83U0.50U3.3U 0.66 U 2.6 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.46UNA0.7U10.70 U 0.70 U 0.70 U 0.70 U0.7U 0.20 U1.00U0.31I 2 U 0.4 U 0.20 U 0.20 U0.330.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23UNA0.23U 0.23 U 0.23 U 0.23 U9.91.21.60.23 U1.7U 0.34 U 1 U 0.21 U 0.33 U 0.33 U0.320.22 U1.30.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U1900 NA720 1800 2400L1.4L3.72.80.92I 0.31 U6.84.2 34.20.22 U3.6 88.7 18.99.787.77.158.24.52.2292140.19UNA0.19U 0.19 U 0.19 U 0.19 U139.09.4203483449 31.4 0.33 113 49.3 2094558.7 21.9 23.01.05.593.2 18.90.25UNA0.25U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.25UNANANANANA U NANANANANANA0.27 U 0.27 U 0.27 U 0.27 U 0.27 U0.41 U NA0.41 U NANANANANA0.41 U 0.21 U 1.00 U 0.2 U 1.5 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1UNA 1U1U1U1U1U1U1UNANANANANA U NANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32UNA0.32U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.78INANANANANA U NANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.34INA0.31U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.31UNANANANANA U NANANANANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.51INA0.34U 0.34 U 0.34 U910L910L2600L750L282474 95.1 372U0.91 160 126 38340.83101690.14.39.539769.60.28UNA0.28U 0.28 U 0.28 U 0.28 U 0.28 U0.41I0.28UNANANANANAU NANANANANANA0.22 U 0.22 U 0.22 U 0.22 U 0.22 UNANANANA71.7 2400 449053805140355047303320 2150 365 1790 2600 3750 1780 1770 1920 1150.0 182.0 292.0 1150 662NANANANA0.43 U 0.338.6 U 0.43 U0.5117.4032.725.6 2.60.43 U13.6 9.4 39.1 13.96.76.54.80.43 U1.119.52.24U5.4INANANANANANANANANANANANANANANANANANANANANANANAQualifier Qualifier ResultQualifierResult 2/2/2011QualifierResultQualifierQualifier ResultQualifierResult9/14/2017 2/26/2020 8/26/2020ResultQualifier 10/26/2010ResultQualifierResultQualifierResultQualifierResultQualifierResultQualifierResultQualifierResultQualifierResultQualifierResultResult6/28/2012 12/19/2012 1/27/20157/31/2014QualifierResultQualifierResult MW-811/3/2011 3/30/20129/2/2010 6/29/20118/22/20199/24/20128/15/2016 3/7/20177/17/2013 2/16/20167/30/20153/28/201910/29/20181/23/2014Qualifier ResultQualifierResult QualifierResultResult ResultQualifier3/15/2018ResultQualifier MW-8R3/4/2021ResultQualifier Qualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx3 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24UNA 0.24U0.24U 0.20 U0.34U0.26U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35UNA 0.35U0.35U 0.20 U0.32U0.31U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22UNA 0.22U0.22U 0.21 U0.26U0.2U 0.20 U 0.26 U 0.26 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38UNA0.52I0.38U 0.20 U0.25U0.27U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U0.98 I0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20UNA 20U20UNANA NANA U NA NA NA NA NA NA 10.0 U 10.0 U 10.0 U 10.0 U 10.0 U0.45UNA0.71I0.45U 0.21 U0.24U0.2U 0.20 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37UNA 0.37U0.37UNANA NANA U NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6 U NA 0.6 U 0.6 U 0.26 U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19 U NA 0.19 U 0.19 U 0.20 U 0.26 U 0.22 U 0.22 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.23UNA 0.23U0.23U 0.29 U0.28U0.2U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83UNA 0.83U0.83U 0.50 U0.66U0.51U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.46UNA 0.46U0.7U 0.20 U0.20U0.40U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23UNA0.54I0.23U0.23U0.34U0.21U 0.21 U 0.33 U 0.33 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U8.5 NA1.1 0.3U1.0U3.02.00.22 U0.500.27 U1.60.5I10.5 113.0 26.0 12.20.35 U 0.35 U0.88I0.19UNA53143.2 15.0 28.50.25 U 0.31 U4.14.50.5I10.0 28.0 11.63.10.41 U0.81I 0.41 U0.25UNA0.25U0.25UNANANANA U NANANANANANA0.27 U 0.27 U 0.27 U 0.27 U 0.27 U0.41 U NA0.41 U 0.41 U 0.21 U 0.20 U 0.30 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1UNA 1U1UNANANANA U NANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32UNA0.32U0.32UNANANANA U NANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.31UNA0.31U0.31UNANANANA U NANANANANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.34UNA89L7.40.61I1.72.70.22 U 0.31 U1.21.20.3I5.173.7 16.5 14.20.28 U4.10.28 U0.28UNA0.28U0.28UNANANANA U NANANANANANA0.22 U 0.22 U 0.22 U 0.22 U 0.22 UNANA0.32U0.32U0.32U0.32U0.32U928426993 1020 1330L1150 229793294 1100 294471NANA2.12.60.58 I12.12.10.32 U0.65 0.98 1.102.50.83 I 2.61.70.43 U 0.43 U 0.43 U7.2I5.4INANANANANANANANANANANANANANANANANAResult8/26/20209/24/2012Result2/27/2020ResultQualifier Result7/30/2015 8/15/2016 3/15/2018 10/29/2018MW-93/4/20211/27/20159/2/20103/7/20171/23/2014 2/16/201610/26/2010Qualifier 7/18/201312/19/2012ResultQualifier8/22/2019ResultQualifier Qualifier ResultResultQualifier Result3/28/2019ResultQualifier ResultQualifier Result9/14/2017ResultQualifier Qualifier Qualifier Qualifier ResultQualifier ResultQualifier ResultQualifierResultQualifier QualifierResult QualifierResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx4 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.38INANANANA0.24UNANANANANANANANA0.35UNANANANA0.35UNANANANANANANANA0.22UNANANANA0.22UNANANANANANANANA0.38UNANANANA0.38UNANANANANANANANA20UNANANANA20UNANANANANANANANA0.45UNANANANA0.45UNANANANANANANANA0.37UNANANANA0.37UNANANANANANANANA0.6UNANANANA0.6UNANANANANANANANA0.19 U NANANANA0.19 U NANANANANANANANA0.23UNANANANA0.23UNANANANANANANANA0.83UNANANANA0.83UNANANANANANANANA0.46UNANANANA0.7UNANANANANANANANA0.23UNANANANA0.23UNANANANANANANANA0.3UNANANANA0.3UNANANANANANANANA0.19UNANANANA0.19UNANANANANANANANA0.32INANANANA0.25UNANANANANANANANA0.41 U NANANANA0.41 U NANANANANANANANA1 U NANANANA1 U NANANANANANANANA0.38INANANANA0.32UNANANANANANANANA0.65INANANANA0.31UNANANANANANANANA0.34UNANANANA0.34UNANANANANANANANA0.28UNANANANA0.28UNANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA30 5.4I5.6I56290.008427.74.451.6 47.41.3 U2.6I6.8I4.0IResultQualifierResultQualifier QualifierResultQualifier 8/16/2016ResultQualifier ResultQualifier 3/29/20129/2/2010 10/26/2010 12/18/2012 3/28/20187/30/20146/27/2012 9/21/20122/27/20207/30/2015Result7/17/2013ResultResult ResultResultQualifier QualifierResultQualifier Qualifier ResultQualifier Qualifier3/28/2019ResultQualifier MW-103/4/2021ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx5 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24UNA 0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.35UNA 0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.22UNA 0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.38UNA 0.38U3.4U3.4U3.4U0.38U1.9 0.38U20UNA 20U22I20U20U20U20U20U0.45UNA0.45U0.45U0.45U0.45U 0.45U0.45U0.45U0.37UNA 0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.6UNA0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U0.23UNA0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.83UNA0.83U0.83U0.83U0.83U0.83U0.83U0.83U0.46UNA0.7U0.7U0.7U0.7U0.7U0.46U0.7U0.23UNA0.23U0.23U0.23U0.23U0.23U1.8 0.23U0.3UNA0.3U0.3U0.3U0.3U0.3U150 440.19UNA0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.25UNA0.25U0.25U0.25U0.25U0.25U0.25U0.25U0.41U NA0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U1UNA 1U1U1U1U1U1U1U0.32UNA0.32U0.32U0.32U0.32U 0.32U0.32U0.32U0.31UNA0.31U0.31U0.31U0.31U0.31U0.31U0.31U0.34UNA0.34U0.34U0.34U0.34U0.34U160 36 0.28UNA0.28U0.28U0.28U0.28U0.28U0.28U0.28UNANANANANANANANANANANANANANANANANANANA5.4I4UNANANANANANAResult ResultResultQualifier ResultQualifier Qualifier Result9/2/2010 2/1/2011MW-123/29/2012MW-1112/19/20129/20/20126/27/201210/26/2010 11/2/20119/2/2010ResultQualifier ResultQualifier Qualifier QualifierResultQualifier QualifierResult J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx6 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24 U 0.24 U0.24U0.24U0.24U0.24U 0.2 U0.34U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U0.35U0.35U0.35U0.35U 0.20 U0.32U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22 U 0.22 U0.22U0.22U0.22U0.22U 0.21 U0.26U 0.24 U 0.2 U 0.2 U 0.26 U 0.26 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38 U0.84I0.38U0.38U1.3 1.10.28I0.25U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20 U 20 U20U20U12020UNANANA NA NA NA NA NA NA NA106 132 387 177 286 28.80.45 U 0.45 U0.45U0.45U0.51I0.45U 0.21 U0.24U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37 U 0.37 U8.70.37U0.37U0.37UNANANA NA NA NA NA NA NA NA0.75 I0.53 U 0.53 U1.0I 0.53 U0.60I0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.26 U 0.31 U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.20 U 0.26 U NA 0.22 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.23 U 0.23 U0.23U0.23U0.23U0.23U 0.29 U0.28U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U0.83U0.83U0.83U0.83U0.50U0.66U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.79I0.79I0.46U0.46U0.46U0.7U 0.20 U0.20U 0.2 U 0.4 U 0.4 U1.10.53.00.46I1.71.51.10.7I1.11.00.87I0.23 U0.9I0.23U0.23U1.91.10.47I0.91I0.75I 0.21 U0.21U 0.33 U 0.33 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U25572.62.62.421.65.64.22.81.21.70.91.30.35 U0.48 I0.35 U0.67I0.70I 0.35 U 0.35 U 0.35 U0.19 U 0.19 U4.10.19U1272 44.5 144 94.9 87.3 24.7 26.8 7.2 38.64.62.820.6 12.12.14.34.08.00.25 U 0.25 U0.25U0.25U0.25U0.25UNANANANANANANANANANA0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 UNANA0.41 U 0.41 U 0.41 U 0.41 U 0.21 U 0.20 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1U1U1U1U1U1UNANANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32 U 0.32 U0.32U0.32U0.32U0.32UNANANANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.31 U 0.31 U0.31U0.31U0.31U0.31UNANANANANANANANANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U57140L516.2640L260L33.557.723.7 28.84.3 14.1 3.1 34.01.51.46.95.02.11.81.13.20.28 U 0.28 U0.28U0.28U0.28U0.28UNANANANANANANANANANA0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 UNA5.723090 823 6620 5290538045804590 4850 5610 422 1450 3190 1490 9350 2400 10400 9850 3630 5400 4060NA0.43 U0.761.40.49I11.69.709.70.43 7.72.6 0.57 0.54 1.400.43 U0.78I0.922.12.00.86I0.86I0.88INANANANANANANANANANANANANANANANANANANANANANAResultQualifier2/27/2020ResultQualifier3/15/2018ResultQualifier QualifierResultQualifierResultQualifierResultQualifier QualifierResultQualifier QualifierResultQualifierResultQualifier QualifierResult ResultQualifier QualifierResultQualifierResult9/14/20178/26/20207/18/201311/3/20118/22/20193/6/20176/29/2011 4/2/2012 6/26/2012 9/19/20128/15/20167/30/2015 2/16/2016 Qualifier Result1/27/201512/20/2012 1/22/2014 7/31/2014ResultResultResultQualifierResult Result Qualifier3/27/2019ResultQualifier10/30/2018ResultQualifier MW-12R3/3/2021ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx7 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U 0.34 U 0.34 U0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.35U0.35U 0.32 U 0.32 U0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.22U0.22U 0.24 U 0.24 U0.38U0.38U0.38U0.38U0.38U0.38U0.38U0.38U0.38U0.38U0.38U0.38U 0.25 U 0.25 U20U20U20U20U20U20U20U20U20U20U20U20UNANA0.45U0.45U0.45U0.45U0.45U0.45U0.45U 0.45U 0.45U0.45U0.45U0.45U 0.24 U 0.24 U0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.37U0.37UNA NA0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.31 U 0.31 U0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U NANA1.1 4.3 0.23 U 0.23 U 0.23 U0.23U0.23U0.23U0.23U0.23U0.23U0.23U 0.28 U 0.28 U0.83U5.30.83 U 0.83 U 0.83 U0.83U0.83U0.83U0.83U0.83U0.83U0.83U0.66U 0.66 U0.46U0.7U0.7U0.7U0.7U0.7U0.46U0.7U0.46U0.46U0.46U0.7U 0.2 U 0.2 U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.23U 0.34 U 0.34 U0.3U0.3U0.3U0.3U0.3U0.3U1.1 0.3U0.3U0.3U0.3U0.3U 0.3 U 0.3 U0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.19U0.19U 0.33 U 0.33 U0.25U0.25U0.25U0.42I0.42I0.25U0.25U0.25U0.25U0.25U0.25U0.25UNANA0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.2 U 0.2 U1U5.5 1U1U1U1U1U1U1U1U1U1UNA NA0.4I1.1 0.32 U0.8I0.8I0.32U0.32U 0.32U 0.32U0.32U0.32U0.32UNA NA0.31U1.1 0.31U0.31U0.31U0.31U0.31U0.31U0.31U0.31U0.31U0.31UNA NA0.34U0.34U0.34U0.34U0.34U0.34U0.34U0.34U0.34U0.34U0.34U0.34U 0.33 U 0.33 U1.4 5.5 0.28 U 0.28 U 0.28 I0.28U0.28U0.28U0.28U0.28U0.28U0.28UNANANANANANANANANANA222 21.9 3.48 58.858.8 116NANANANANANANANA0.43U0.43U0.43U0.43U0.43U 0.43 U5.4INANANANANA5.4I0.004UNANANANANANA11/2/2011Qualifier 9/21/201210/26/2010ResultQualifier ResultQualifier ResultQualifier ResultResultQualifier ResultQualifier Qualifier4/2/2012ResultResultQualifier4/2/2012Qualifier MW-146/27/2012 12/19/2012 7/31/201412/19/2012MW-1312/18/201210/26/2010 2/2/2011 6/27/20129/20/2012ResultQualifierResult ResultQualifier ResultQualifier Qualifier ResultQualifier ResultJ:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx8 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24U0.24U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.24U0.24U0.24U0.24U0.24U0.24U0.35U0.35U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.35U0.35U0.35U0.35U0.35U0.35U0.22U0.22U 0.24 U 0.20 U 0.20 U 0.26 U 0.26 U 0.34 U 0.34 U0.49 I0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.22U0.22U0.22U0.22U0.22U0.22U0.38U0.38U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U1.50.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.38U0.38U0.38U0.38U0.38U0.38U20U20U NA NA NA NA NA NA NA NA 10.00 U 10.00 U 10.00 U 10.00 U 10.00 U 10.00 U20U20U20U20U20U20U0.45U0.45U 0.24 U 0.20 U 0.20 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.45U 0.45U 0.45U0.45U0.45U0.45U0.37U0.37U NANANANANANANANA0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.37U0.37U0.37U0.37U0.37U0.37U0.6U0.6 U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U 0.6 U0.19 U 0.19 U NANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U0.23U0.23U 0.28 U 0.20 U 0.20 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.23U0.23U0.23U0.23U0.23U0.23U0.83U0.83U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.83U0.83U0.83U0.83U0.83U0.83U0.46U0.7U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.46U0.7U0.46U0.46U0.46U0.7U0.23U0.23U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.22 U 0.22 U3.20.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U0.23U0.23U0.23U0.23U0.23U0.23U13 5.2 1.10.22 U 0.22 U0.331.01.05.310438.1 12.44.80.35 U 0.35 U 0.35 U0.3U0.3U0.3U0.3U0.3U0.3U0.19U0.19U0.6I0.25U 0.25 U 0.31 U1.61.617.5 17.64.60.81I 2.0 U 2.0 U 2.0 U 0.41 U0.19U0.19U0.19U0.19U0.19U0.19U0.25U0.25U NANANANANANANANA0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U0.25U0.25U0.25U0.25U0.25U0.25U0.41 U 0.41 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U1 U 1 U NANANANANANANANA1.00 U 1.00 U 1.00 U 1.00 U 1.00 U 1.0 U 1 U 1 U 1 U 1 U 1 U 1 U0.32U0.32U NANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.32U 0.32U 0.32U0.32U0.32U0.32U0.31U0.31U NANANANANANANANA0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.31U0.31U0.31U0.31U0.31U0.31U0.34U0.34U1.30.22 U 0.22 U 0.31 U2.30.86 10.811722.17.41.70.28 U 0.28 U 0.28 U0.34U0.34U0.34U0.34U0.34U0.34U0.28U0.28U NANANANANANANANA0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U0.28U0.28U0.28U0.28U0.28U0.28UNANANA2671.4941901483520 4849410132.5 0.22I3.911.4NANA0.511.78NANANA0.43 U 0.43 U 0.43 U 0.43 U 0.43 U2.03.20.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNANA0.43U0.43U0.43U0.43U5.4INANANANANANANANANANANANANANANA5.4I4UNANANANAQualifier QualifierResult ResultResultQualifier2/27/2020ResultQualifier QualifierQualifier QualifierResultQualifier10/26/2010ResultQualifierResult 2/16/2016ResultQualifier QualifierResultResultQualifierResult10/29/20187/30/2015ResultQualifier 10/26/2010 2/1/20118/15/2016MW-1611/2/20119/20/20121/27/20153/6/2017 9/14/2017 3/15/201812/18/20124/2/2012 6/26/20128/22/20198/26/20207/30/2014ResultQualifierResultQualifier ResultQualifier Qualifier Qualifier ResultResultQualifier Result3/27/2019ResultQualifier ResultQualifier ResultMW-153/3/2021ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx9 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100sec-Butylbenzeneµg/L280 2800cis-1,2-Dichloroetheneµg/L70 700Isopropylbenzeneµg/L0.8 8Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date NADCsValues are shaded to reflect GCTL exceedanceNA = Not AnalyzedNE = Not EstablishedNotes:L = Off scale high and the actual value is known to be greater than the reported value.D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Parameter Units GCTLs0.24UNA NA NA NA 0.24UNA NA NA NA NA NA NA0.35UNA NA NA NA 0.35UNA NA NA NA NA NA NA0.22UNA NA NA NA 0.22UNA NA NA NA NA NA NA0.38UNA NA NA NA 0.38UNA NA NA NA NA NA NA20UNA NA NA NA 20UNA NA NA NA NA NA NA0.45UNA NA NA NA 0.45UNA NA NA NA NA NA NA0.37UNA NA NA NA 0.37UNA NA NA NA NA NA NA0.6UNANANANA0.6UNANANANANANANA0.19 U NA NA NA NA 0.19 U NA NA NA NA NA NA NA0.23UNANANANA0.23UNANANANANANANA0.83UNANANANA0.83UNANANANANANANA0.46UNANANANA0.7UNANANANANANANA0.23UNANANANA0.23UNANANANANANANA0.3UNANANANA0.3UNANANANANANANA0.19UNANANANA0.19UNANANANANANANA0.25UNANANANA0.25UNANANANANANANA0.41 U NANANANA0.41 U NANANANANANANA1 U NANANANA1 U NANANANANANANA0.32UNANANANA0.32UNANANANANANANA0.31UNANANANA0.31UNANANANANANANA0.34UNANANANA0.34UNANANANANANANA0.28UNANANANA0.28UNANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA16 16362225 0.028 17.8 16.4109.9I16.7 14.7 15.1 QualifierResultQualifierResultQualifier ResultQualifier Result2/2/2011Qualifier2/26/20208/16/201612/18/20123/28/20193/28/20187/30/201511/16/2010Qualifier Qualifier ResultResult3/28/2012QualifierResult ResultResultQualifier Result9/21/2012 7/30/2014 Qualifier ResultQualifierMW-17ResultQualifier ResultQualifier 7/17/20136/27/2012J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx10 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 2000 0.24 U NA NA NA 0.24 U NA NA NA NA NA NA NA NA 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U NA NA NA NA NA NA NA1,1,2-Trichloroethaneµg/L5 50 0.35 U NA NA NA 0.35 U NA NA NA NA NA NA NA NA 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U NA NA NA NA NA NA NA1,1-Dichloroethaneµg/L70 7000.22UNANANA0.22UNANANANA NA NANANA 0.22U0.22U0.22U0.22U0.22UNA NA NA NA NANANA1,1-Dichloroethyleneµg/L7700.38UNANANA0.38UNANANANA NA NANANA 0.38U0.38U0.38U0.38U0.38UNA NA NA NA NANANAAcetoneµg/L6300 6300020UNANANA20UNANANANA NA NANANA20U20U20U20U20UNA NA NA NA NANANABenzeneµg/L1 100 0.45 U NANANA0.45 U NANANANA NA NANANA 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U NA NA NA NA NANANACarbon Disulfideµg/L700 7000 0.37 U NANANA0.37 U NANANANA NA NANANA 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NANANAChloroformµg/L70 7000.6UNANANA0.6UNANANANA NA NANANA0.6U0.6U0.6U0.6U0.6UNA NA NA NA NANANABromodichloromethaneµg/L0.6 600.19UNANANA0.19UNANANANA NA NANANA 0.19U0.19U0.19U0.19U0.19UNA NA NA NA NANANAEthylbenzeneµg/L30 300 0.23 U NANANA0.23 U NANANANA NA NANANA 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U NA NA NA NA NANANATotal Xylenesµg/L20 200 0.83 U NANANA0.83 U NANANANA NA NANANA 0.82 U 0.82 U 0.82 U 0.82 U 0.82 U NA NA NA NA NANANATolueneµg/L40 400 0.46 U NANANA0.7 U NANANANA NA NANANA 0.46 U 0.46 U 0.46 U 0.46 U 0.46 U NA NA NA NA NANANAtrans-1,2-Dichloroetheneµg/L100 10000.23UNANANA0.23UNANANANA NA NANANA 0.23U0.23U0.23U0.23U0.23UNA NA NA NA NANANATrichloroetheneµg/L3 3000.3UNANANA0.3UNANANANA NA NANANA0.3U0.3U0.3U0.3U0.3UNA NA NA NA NANANAVinyl Chlorideµg/L1 1000.19UNANANA0.19UNANANANA NA NANANA 0.19U0.19U0.19U0.19U0.19UNA NA NA NA NANANA1,3,5-Trimethylbenzeneµg/L10 100 0.25 U NANANA0.25 U NANANANA NA NANANA 0.25 0.25 0.25 0.25 0.25 NA NA NA NA NANANAMTBEµg/L20 2000.41U0.41U0.41U0.41U0.41U0.41UNANANA NA NANANA 0.41U0.41U0.41U0.41U0.41UNA NA NA NA NANANANaphthaleneµg/L 14 140 1 U 1 U 1 U 1 U 1 U 1 U NANANA NA NANANA1 U 1 U 1 U 1 U 1 U NANA NA NA NANANA1,2,4-Trimethylbenzeneµg/L10 100 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U NANANA NA NANANA 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U NA NA NA NA NANANAcis-1,2-Dichloroetheneµg/L70 7000.34U0.34U0.34U0.34U0.34U0.34UNANANANA NANANA 0.34U0.34U0.34U0.34U1.5NA NA NA NA NANANAMethaneµg/LNE NENANANANANANANANANA NA NANANANANANANANANA NA NA NA NANANAEtheneµg/LNE NENANANANANANANANANA NA NANANANANANANANANA NA NA NA NANANAArsenicµg/L10 1007.2I8.84U220.0078I11.5 17.52.4I5.7I10.3 3.6I5.0I4.2I4U4U4U6.2I0.0043I2.4U1.3U1.3U1.3U1.3U1.3I1.3UMW-183/3/2021ResultQualifierMW-193/3/2021ResultQualifier 2/26/2020ResultQualifier2/26/2020ResultQualifier QualifierResultQualifier Qualifier ResultResult11/15/2010 3/28/2012 Qualifier ResultQualifier 6/28/2012Qualifier ResultQualifierResult 9/21/2012 12/17/20123/28/2018ResultQualifier 7/30/20146/28/2012ResultResultResultQualifier Qualifier 11/15/2010 3/28/20129/24/20123/28/2018ResultQualifier 7/30/20157/30/2014ResultQualifier ResultQualifierResultQualifier 8/16/2016ResultQualifier QualifierResult 7/17/20138/16/2016QualifierQualifier Sample ID Date Parameter7/30/2015ResultUnits GCTLs NADCs12/17/20123/27/2019ResultQualifier3/28/2019ResultQualifierResultResultQualifier NA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx11 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U NANA 0.24 U 0.24 U 0.24 U NANA NANA NA NANANA0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U NANA 0.35 U 0.35 U 0.35 U NANA NANA NA NANANA0.22U0.22U0.22U0.22U0.22U0.22UNANA 0.22U0.22U0.22UNANA NANA NA NANANA0.38U0.38U0.38U0.38U0.38U0.38UNANA 0.38U0.38U0.38UNANA NANA NA NANANA20U20U20U20U20U42INANA20U20U20UNANA NANA NA NANANA0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U NANA 0.45 U 0.45 U 0.45 U NANA NANA NA NANANA0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NANA 0.37 U 0.37 U 0.37 U NANA NANA NA NANANA0.6U0.6U0.6U0.6U0.6U0.6UNANA0.6U0.6U0.6UNANA NANA NA NANANA0.19U0.19U0.19U0.19U0.19U0.19UNANA 0.19U0.19U0.19UNANA NANA NA NANANA0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U NANA 0.23 U 0.23 U 0.23 U NANA NANA NA NANANA0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.83 U NANA 0.83 U 0.83 U 0.83 U NANA NANA NA NANANA0.46 U 0.46 U 0.46 U 0.46 U 0.7 U 0.46 U NANA 0.46 U 0.46 U 0.7 U NANA NANA NA NANANA0.23U0.23U0.23U0.23U0.23U0.23UNANA0.23U0.23U0.23UNANA NANA NA NANANA0.3U0.3U0.3U0.3U0.3U0.3UNANA0.3U0.3U0.3UNANA NANA NA NANANA0.19U0.19U0.19U0.19U0.19U0.19UNANA 0.19U0.19U0.19UNANA NANA NA NANANA0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U NANA 0.25 U 0.25 U 0.25 U NANA NANA NA NANANA0.41U0.41U0.41U0.41U0.41U 0.2 U 0.3 U 0.3 U0.95I0.41U0.41UNANA NANA NA NANANA1 U 1 U 1 U 1 U 1 U NANANA1 U 1 U 1 U NANA NANA NA NANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U NANANA 0.32 U 0.32 U 0.32 U NANA NANA NA NANANA0.34U0.34U0.34U0.34U0.34U 0.33 U 0.22 U 0.22 U0.34U0.34U0.34UNANA NANA NA NANANANA0.25 0.31 15.6 33NANA0.250.42 34.6 6.11NANA NANA NA NANANANA 0.43U0.43U0.43U0.3UNANA 0.43 U 0.43 U 0.43 U 0.43 UNANA NANA NA NANANA4UNANANANA302820NANA0.029I3.6I9.6I1.3U1.3U24.2 8.2I14.7 11.9MW-213/3/2021ResultQualifier2/26/2020ResultQualifier3/28/2018ResultQualifier QualifierResult Result11/15/20108/16/2016ResultQualifier 7/30/2015ResultQualifier ResultQualifier 7/17/20133/28/2012Result12/18/2012ResultQualifier 9/24/2012Qualifier Result6/28/2012 9/24/201211/15/2010ResultQualifierResultQualifier Qualifier2/2/2011QualifierResultQualifierResultQualifierResult6/28/2012Qualifier7/30/20143/28/2019ResultQualifier QualifierResult MW-20Result3/28/2012Qualifier 12/18/2012J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx12 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22U0.22U0.22U0.22U0.22U0.22U 0.24 U 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38U0.38U0.38U0.38U0.38U0.38U 0.25 U 0.2 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20U20U20U20U20U36INA NANANANANA NA NA 10U10U10U10U10U10U0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6U0.6U0.6U0.6U0.6U0.6U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19U0.19U0.19U0.19U0.19U0.19U NA NA NA 0.24 U 0.24 U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.46 U 0.7 U 0.7 U 0.7 U 0.7 U 0.7 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23U0.23U0.23U0.23U0.23U0.23U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U0.3U0.3U0.3U0.3U0.3U0.3U0.3 U 0.22 U 0.22 U 0.27 U 0.27 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U0.19U0.19U0.19U0.19U0.19U0.19U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.00 U 0.00 U 0.00 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U NANANANANA 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.2 U 0.3 U0.41U0.41U0.41U0.41U0.41U0.41U 0.21 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNANA1 U 1 U 1 U 1 U 1 U 1 UNANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 UNANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U NANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.33 U 0.22 U0.34U0.34U0.34U0.34U0.34U0.34U 0.24 U 0.31 U 0.31 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UNANANANANANA52.2 82.431.8 64.1 32.44244.4 46.1 19.8 28.4 29.8104226216NANANANANANA0.43U0.43U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNA4.3I20NANANANANANANANANANANANANANANANANA11/2/2011 3/30/20122/26/2020ResultQualifier8/26/2020ResultQualifier QualifierResultQualifierResultResultQualifierResult2/16/20169/19/2012Qualifier Result3/15/2018ResultQualifier Qualifier Qualifier6/27/2012Qualifier 11/16/2010ResultQualifier QualifierResult Result7/30/2015ResultQualifier Qualifier 8/16/20167/31/2014Result12/18/2012 1/27/2015Result10/30/2018ResultQualifier ResultQualifier9/15/2017ResultQualifier 3/7/20173/28/2019ResultQualifier MW-223/4/2021ResultQualifier8/22/2019ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx13 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22U0.22U0.22U0.22U0.22U0.22U 0.24 U 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38U0.38U0.38U0.38U0.38U0.38U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20U20U20U20U20U20UNANANANANANA NA NA 10U10U10U10U10U10U0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6U0.6U0.6U0.6U0.6U0.6U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19U0.19U0.19U0.19U0.19U0.19UNANANA0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.46 U 0.7 U 0.46 U 0.46 U 0.46 U 0.7 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23U0.23U0.23U0.23U0.23U0.23U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U0.3U0.3U0.3U0.3U0.3U0.3U0.3 U 0.22 U 0.22 U 0.27 U 0.27 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U0.19U0.19U0.19U0.19U0.19U0.19U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.00 U 0.00 U 0.00 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U NANANANANA 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.20U0.2U0.3U0.41U0.41U0.41U0.21U0.20U0.20U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNANANANANA1 UNANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 UNANANANANA0.32 U NA U NANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.33U1.20.22 U27 82L3.14.10.33U0.33U 0.31 U 0.31 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UNANA22.50.16I1.313.90.420.92I0.16U0.85 0.33 4.732.6 0.41 0.231.70.16 U1.92.1153NANA 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNA4UNANANANANANANANANANANANANANANANANANA2/26/2020ResultQualifier8/26/2020ResultQualifier QualifierResultResultQualifierResultQualifierResult QualifierResultQualifierResultQualifier Qualifier 11/16/2010Result7/31/201411/2/2011 4/2/2012 6/27/2012 12/20/20129/19/2012Qualifier QualifierResult9/15/2017ResultQualifier10/30/2018ResultQualifier 1/27/2015Qualifier7/30/20153/15/2018ResultQualifier 2/16/20163/7/2017ResultQualifier 8/16/2016ResultResultQualifier Result3/28/2019ResultQualifier MW-233/4/2021ResultQualifier8/22/2019ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx14 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22U0.22U0.22U0.22U0.22U0.22U0.21U0.26U 0.25 U 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38U0.38U0.38U0.38U0.38U0.38U0.20U0.25U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U0.650.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20U20U20U20U20U20UNANANA NA NA NA NA NA NA NA 10 U 10 U 10 U 10 U 10 U 10 U0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37 U 0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U2.2 0.6U0.6U0.6U0.6U0.6U0.26U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.52I0.19U0.19U0.19U0.19U0.19U0.20U0.26U NANANA0.24 U 0.24 U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.7 U 0.7 U 0.7 U 0.7 U 0.7 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23U0.23U0.23U0.23U0.23U0.23U0.23U0.34U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U19 0.65I0.3U0.3U0.3U0.3U0.31U5.313.4 6.30.22 U6.30.27 U1007.510.80.35 U2.00.4 U7.60.4 U 0.4 U0.19U0.19U0.19U0.19U0.19U0.19U0.44U0.33U0.96 I0.25 U 0.25 U0.350.31 U8.12.30.4 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U NANANANANANANA0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.2 U 0.3 U0.41U0.41U0.41U0.21U0.20U0.2U0.3UNA0.20U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1U1U1U1U1UNANANANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U NANANANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U .24 U 0.33 U1.20.22 U0.22U0.360.26 U15.4 11.30.8I 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UNA46.80.2U1378921570257390 1040 88.30.16U1440.5760223141.20.16 U5.30.55 31.83.5180NA 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U3.61.80.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNANANANANANANANANANANANANANANANANANANANANANA2/26/2020ResultQualifier Result8/26/2020ResultQualifier 6/28/20121/22/2014Qualifier 2/16/20167/30/2015ResultResult3/15/2018ResultQualifier QualifierResultQualifier QualifierResult9/24/20123/28/20122/2/20117/30/2014Result3/7/2017Result10/29/2018ResultQualifier 9/15/2017ResultQualifier 11/3/2011Qualifier ResultResultQualifier Qualifier Result7/17/20138/16/2016QualifierResultQualifier 1/27/2015ResultQualifier ResultQualifier 12/18/2012Qualifier Qualifier Qualifier3/27/2019MW-243/4/2021ResultQualifier8/22/2019ResultQualifierResultQualifier ResultJ:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx15 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22U0.22U0.22U0.21U0.26U0.31I 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38U0.56I0.38U0.20U0.25U0.94I 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 UNA24I20UNANANA NA NA NA NA NA NA NA 10 U 10 U 10 U 10 U 10 U 10 U0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 UNA NA 0.37 U NA NA NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U2.8 0.6U0.6U0.26U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.19U0.19U0.19U0.20U0.26UNANANA0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.7 U 0.7 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.27I0.27I0.23U0.23U0.34U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U0.26 I0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U7.2 0.50I0.3U0.31U0.30U1.57.9 0.77 0.85.2 10.31.93.816.1 35.71.60.35 U 0.35 U29.50.19U5.60.19U24.0 8.25022.6 3.2 10.4 18.4 11.9 21.4 42.0 25.7 24.60.4 U 0.4 U 0.41 U21.8NANA0.25 U NANANANANANANA 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.41U0.41U0.41U0.41U0.21U0.20U0.2U0.20U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U1U1U1U1UNANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 U0.32 U 0.32 U 0.32 U 0.32 U NANANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U27823.14.10.33 U10916.60.651.6 10.2 8.44.625.2 66.5 47.81.10.28 U0.31I39.2NA3680 4690 382033503220151031601660 3710 1850 923 1770 71384659120787.7 1100NA1.11.42.92.707.82.11.21.95.45.396.71.74.20.440.43 U 0.43 U2.0NANANANANANANANANANANANANANANANANANANA8/26/2020ResultQualifier2/27/2020ResultQualifier Qualifier7/30/20142/3/2011 9/19/2012 Qualifier ResultResultQualifierResult Result3/6/2017Result Result3/15/2018ResultQualifier Qualifier ResultResultResultQualifier Qualifier Qualifier Qualifier12/19/2012Qualifier ResultQualifier 8/15/2016Result9/14/2017ResultQualifier 7/18/2013 1/22/20141/27/201510/30/2018ResultQualifier8/22/2019ResultQualifier 7/30/2015ResultQualifier2/16/2016Qualifier3/27/2019MW-253/3/2021ResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx16 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22U0.22U0.22U0.44I0.26U0.3I 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38U0.38U0.38U0.30I0.91I 0.25 U 0.27 U0.340.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 UNA 20U20UNANANA NA NA NA NA NA NA NA 10 U 10 U 10 U 10 U 10 U 10 U0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 UNA NA 0.37 U NA NA NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.3U0.60U0.6U0.26U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.24U0.30U0.19U0.20U0.26UNANANA0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.7 U 0.7 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.26I0.23U0.23U0.23U0.34U 0.34 U 0.21 U0.250.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U0.30U0.30U1.27.9 15.4 15.9 2 13.6 3.0 1.5 5.2 10.2 3.4 3.90.35 U2.8 0.92I 0.35 U 0.35 U0.19U0.19U1.6 1.3 81.2 40.25 U7.9 4.80.3 U1.43.30.70.44I0.41U1.00.55I2.50.41UNANA0.25U NANANANANANANA 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.3 U0.41U0.41U0.41U0.41U0.41U 0.21 U 0.21 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNA NA 1U1U1U1UNANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 UNANA0.32 U 0.32 U 0.32 U 0.32 U NANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U152.4164.511837.53.90 44.3 7.10.26 U4.214.14.46.50.28 U2.41.84.90.31INA5120 3410 2130 3290 2070 1200 2710782 2140 1290 1030 85178713430443876.5 79.6NA0.43U0.43U0.43U4.90.43U0.43U1.20.52I 0.43 U 0.43 U0.6I0.43U1.10.43 U 0.43 U0.53I 0.43 U 0.43 UNANANANANANANANANANANANANANANANANANANA8/26/2020ResultQualifier2/26/2020ResultQualifier Result7/31/2014Qualifier ResultQualifier12/20/2012 7/18/20133/15/2018ResultQualifier 8/15/20162/16/20163/6/20172/3/2011 9/19/2012 Qualifier Qualifier ResultQualifier ResultQualifier Result Result Qualifier 1/27/20151/22/2014Qualifier QualifierResult10/30/2018ResultQualifier Qualifier 7/30/2015ResultResultQualifier3/27/2019ResultQualifier 9/14/2017ResultResult ResultMW-263/3/2021ResultQualifier8/22/2019ResultQualifier Qualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx17 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L 14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100Sample ID Date ParameterUnits GCTLs NADCsNA = Not AnalyzedNE = Not EstablishedU = Indicates that a specific compound was analyzed for but not Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22 U0.22U0.22U0.22U0.22U0.21U0.26U 0.24 U 0.2 U 0.2 U 0.28 U 0.28 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38 U0.38U0.38U0.38U0.38U0.20U0.25U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U20 U20U20U20U20UNANANA NA NA NA NA NA NA NA 10 U 10 U 10 U 10 U 10 U 10 U0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U0.37 U 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA NA NA NA NA 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U0.6 U0.6U0.6U0.6U0.6U0.26U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 UNA0.19U0.19U0.19U0.19U0.20U0.26UNANANA0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.24U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U 0.72 U0.7 U 0.46 U 0.46 U 0.46 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23 U0.23U0.23U0.23U0.23U0.23U0.34U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U0.3 U0.3U0.3U0.3U0.3U0.31U0.30U 0.3 U 0.22 U 0.22 U 0.27 U 0.27 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U0.19U0.19U0.19U0.19U0.19U0.44U0.33U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.00 U 0.00 U 0.40 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.25 U 0.25 U 0.25 U 0.25 U 0.25 U NA NANANANANANA 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U0.20U0.2U0.3U0.41U0.41U0.2U0.2U0.2U 0.30 U 0.30 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNANANANA1 U NA NANANANANANANANANA1.0 U 1.0 U 1.0 U 1.0 U 1.0 U 1.0 UNANANANA0.32 UNA NANANANANANANANANA0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.34U0.34U0.34U0.34U0.34U0.24U0.33U0.33U 0.22 U 0.22 U 0.31 U 0.31 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UNA306 6.278.06 93.8 0.17 102 1291.33.91730.343517643281.4 0.34I0.27I2350.24I676NA0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNANANANANANA NANANANANANANANANANANANANANANA8/26/2020ResultQualifier2/26/2020ResultQualifier Qualifier3/7/2017 9/14/2017ResultResult6/29/2011QualifierResultQualifier1/27/2015ResultQualifier 7/18/20131/27/2015ResultQualifier QualifierResult Result7/31/2014Qualifier 9/20/20128/15/2016ResultQualifier 2/16/20163/15/2018ResultQualifier QualifierResultResultQualifier Qualifier Qualifier ResultQualifier QualifierResult 1/22/2014QualifierResult12/19/2012Result3/28/2012 6/27/2012MW-273/3/2021ResultQualifier8/22/2019ResultQualifier3/27/2019ResultQualifier10/30/2018ResultJ:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx18 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 2000 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U1,1,2-Trichloroethaneµg/L5 50 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U1,1-Dichloroethaneµg/L70 700 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.21 U 0.26 U 0.24 U 0.2 U 0.2 U 0.26 U 0.26 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U1,1-Dichloroethyleneµg/L7 70 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.20 U 0.25 U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 UAcetoneµg/L6300 63000 NA 20 U 20 U 20 U 20 U NA NA NA NA NA NA U NA U NA U NA U NA U 10 U 10 U 10 U 10 U 10 U 10 UBenzeneµg/L1 100 0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 UCarbon Disulfideµg/L700 7000 NA 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA U NA U NA U NA U NA U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 UChloroformµg/L70 7001.7 0.6U0.6U0.6U0.6U 0.26 U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 UBromodichloromethaneµg/L0.6 600.37I0.19U0.19U0.19U0.19U 0.20 U0.26U NA NA NA 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 UEthylbenzeneµg/L30 300 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U ` U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 UTotal Xylenesµg/L20 200 0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 UTolueneµg/L40 400 0.7 U 0.46 U 0.46 U 0.46 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 Utrans-1,2-Dichloroetheneµg/L100 1000 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.34 U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 UTrichloroetheneµg/L3 3000.3U0.3U0.3U0.3U0.3U 0.31 U0.30U 0.3 U 0.22 U 0.22 U 0.27 U 0.27 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 UVinyl Chlorideµg/L1 1000.19U0.19U0.19U0.19U0.19U0.44U0.33U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U1,3,5-Trimethylbenzeneµg/L10 100 NA 0.25 U 0.25 U 0.25 U 0.25 U NANANA NA NANA U NA U NA U NA U NA U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 UMTBEµg/L20 200 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.21 U 0.20 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNaphthaleneµg/L14 140 NA1 U 1 U 1 U 1 UNANANA NA NANAUNAUNAUNAUNAU1.0U1.0U1.0U1.0U1.0U1.0U1,2,4-Trimethylbenzeneµg/L10 100 NA 0.32 U 0.32 U 0.32 U 0.32 U NANANA NA NANA U NA U NA U NA U NA U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 Ucis-1,2-Dichloroetheneµg/L70 7000.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.24 U 0.33 U 0.33 U 0.22 U 0.22 U 0.31 U 0.31 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UMethaneµg/LNE NENA25.8 18.4 22.9 27 2910 280050.2 23 38.4 25.5 16.1 155.0 46.0 46.4 47.2 65.1 56.2 48.3 57.5 55.6Etheneµg/LNE NENA 0.52 4.15 1.3 0.43U0.43U2.36.2 0.57 1.70.60 0.58 14.10.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UArsenicµg/L10 100NANANANA NANANANA NA NANANANANANANANANANANANAQualifier 3/15/2018QualifierResultQualifierResultQualifier Qualifier ParameterResultQualifierResultQualifier2/27/2020DW-13/4/2021ResultDate 1/23/2014 7/31/2014ResultQualifierResultQualifierResultQualifier 2/3/2011 3/30/2012 Qualifier Result8/26/2020ResultQualifier Sample ID 7/30/2015 2/16/2016 8/15/20167/17/201310/29/20181/27/20159/24/2012 12/19/20126/28/20129/14/20173/7/2017Qualifier8/22/2019ResultQualifier3/28/2019ResultQualifier ResultQualifier U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.NA = Not AnalyzedResultResultQualifierResultQualifierResultQualifierResultResultQualifier NE = Not EstablishedResultQualifierResult Units GCTLs NADCsJ:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx19 of 20 Table 1: Groundwater Analytical Results (detected compounds only)Former Car Pro Site: 1359 Cleveland Street, Clearwater, FL.1,1,1-Trichloroethaneµg/L200 20001,1,2-Trichloroethaneµg/L5501,1-Dichloroethaneµg/L70 7001,1-Dichloroethyleneµg/L770Acetoneµg/L6300 63000Benzeneµg/L1 100Carbon Disulfideµg/L700 7000Chloroformµg/L70 700Bromodichloromethaneµg/L0.6 60Ethylbenzeneµg/L30 300Total Xylenesµg/L20 200Tolueneµg/L40 400trans-1,2-Dichloroetheneµg/L100 1000Trichloroetheneµg/L3 300Vinyl Chlorideµg/L1 1001,3,5-Trimethylbenzeneµg/L10 100MTBEµg/L20 200Naphthaleneµg/L14 1401,2,4-Trimethylbenzeneµg/L10 100cis-1,2-Dichloroetheneµg/L70 700Methaneµg/LNE NEEtheneµg/LNE NEArsenicµg/L10 100ParameterDate Sample ID U = Indicates that a specific compound was analyzed for but not detected. The reported value shall be the MDL.Values are shaded to reflect GCTL exceedanceNotes:D = Surrogate or matrix spike diluted outI = Result is greater than the method detection limit (MDL), but less than the Practical Quantitation Limit (PQL).L = Off scale high and the actual value is known to be greater than the reported value.NA = Not AnalyzedNE = Not EstablishedUnits GCTLs NADCs0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.20 U 0.34 U 0.34 U 0.26 U 0.26 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.20 U 0.32 U 0.32 U 0.31 U 0.31 U 0.37 U 0.37 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.21 U 0.26 U 0.24 U 0.2 U 0.2 U 0.26 U 0.26 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.20 U 0.25 U 0.25 U 0.27 U 0.27 U 0.22 U 0.22 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 UNA 20 U 20 U 20 U 20 U NA NA NA NA NA NA U NA U NA U NA U NA U 10 U 10 U 10 U 10 U 10 U 10 U0.45 U 0.45 U 0.45 U 0.45 U 0.45 U 0.21 U 0.24 U 0.24 U 0.2 U 0.2 U 0.20 U 0.20 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 U 0.31 UNA 0.37 U 0.37 U 0.37 U 0.37 U NA NA NA NA NA NA U NA U NA U NA U NA U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U 0.53 U2.5 0.6U0.6U0.6U0.6U 0.26 U0.31U 0.31 U 0.3 U 0.3 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.41I0.19U0.19U0.19U0.19U 0.20 U0.26U NA NA NA 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.29 U 0.28 U 0.28 U 0.2 U 0.2 U 0.25 U 0.25 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U0.83 U 0.83 U 0.83 U 0.83 U 0.83 U 0.50 U 0.66 U 0.66 U 0.51 U 0.51 U 0.56 U 0.56 U 0.72 U 0.72 U 0.72 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U 0.47 U0.7 U 0.46 U 0.46 U 0.46 U 0.7 U 0.20 U 0.20 U 0.2 U 0.4 U 0.4 U 0.20 U 0.20 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U 0.30 U0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.34 U 0.34 U 0.21 U 0.21 U 0.33 U 0.33 U 0.21 U 0.21 U 0.21 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U0.3U0.3U0.3U0.3U0.3U 0.31 U0.30U 0.3 U 0.22 U 0.22 U 0.27 U 0.27 U 0.35 U 0.35 U0.35 I0.35 U 0.35 U 0.35 U 0.35 U 0.35 U 0.35 U0.19U0.19U0.19U0.19U0.19U 0.44 U0.33U 0.33 U 0.25 U 0.25 U 0.31 U 0.31 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.41 UNA 0.25 U 0.25 U 0.25 U 0.25 U NA NA NA NA NA NA U NA U NA U NA U NA U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U0.41 U 0.41 U 0.41 U 0.41 U 0.41 U 0.21 U 0.20 U 0.2 U 0.3 U 0.3 U 0.20 U 0.20 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 UNA 1U1U1U1UNANA NA NA NA NAUNAUNAUNAUNAU1.0U1.0U1.0U1.0U1.0U1.0UNA 0.32 U 0.32 U 0.32 U 0.32 U NA NA NA NA NA NA U NA U NA U NA U NA U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U0.34 U 0.34 U 0.34 U 0.34 U 0.34 U 0.24 U 0.33 U 0.33 U 0.22 U 0.22 U 0.31 U 0.31 U 0.28 U 0.28 U0.28 I0.28 U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 UNA76.9 69.5 61.2 26.70.4I30.519.4 20.5 20.1 18.9 38.3 33.8 60.5 7.350.9 41.6 40.6 34.0 49.5 38.8NA 0.43U20.95 0.43U0.43U0.43U2.30.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 UNANANANANANANANANANANANANANANANANANANANANADW-23/3/20218/26/2020ResultQualifier 9/14/2017 3/15/20182/2/2011 3/30/2012 6/26/2012ResultQualifierResult2/27/2020ResultQualifier8/22/20193/27/2019ResultQualifier QualifierResultQualifierResultQualifier Qualifier QualifierResultQualifierResultQualifierResultQualifierResultQualifierResultResultQualifier Qualifier10/30/2018ResultQualifierResultQualifierResultQualifierResultQualifierResult3/6/20172/16/2016 8/15/20169/20/2012 12/20/2012 7/18/2013 1/22/2014 7/31/2014 1/27/2015 7/30/2015ResultQualifier ResultResultQualifier J:\00083\00083191.20\DOC\Reports\GWQ_detections only.xlsx20 of 20 Table 2: Groundwater Elevation SummaryFormer Car Pro: 1359 Cleveland Street, Clearwater, FLAll Measurements = FeetELEV = Relative Water Table ElevationBM = Benchmark for TOC surveyNA= Not ApplicableDTNAPL= Depth to non-aqueous phase liquidsNM = Not MeasusredDTW = Depth to waterTOC = Top-of-CasingWELL NO.DIAMETER (inches)1WELL DEPTH17SCREEN INTERVAL7-17TOC ELEVATION 19.09DATEELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL4/14/2006NA 5.78 NA NA NM NA NA 11.64 NA NA NM NA NA 10.92 NA NA NM NA NA 9.26 NA NA 10.11 NA3/15/2007NA 5.41 NA NA 7.70 NA NA 11.00 NA NA NM NA NA 10.40 NA NA NM NA NA 8.79 NA NA 9.73 NA4/16/2007NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA 9.21 9.88 NA9/2/2010NA NM NANA NM NA13.55 5.54 NA6/29/201110.20 10.22 NA10.04 10.82 NA9.43 9.66 NA2/29/201210.65 9.77 NA10.20 10.66 NA9.40 9.69 NA3/28/201210.09 10.33 NANA 11.07 NA11.20 7.89 NA4/2/2012NA NM NANA NM NA8.13 10.96 NA6/26/201214.41 6.01 NA13.61 7.25 NA11.67 7.42 NA9/18/2012NA NM NA14.56 6.30 NA12.96 6.13 NA12/17/201211.63 8.79 NA11.13 9.73 NA10.26 8.83 NA7/17/2013NM NM NM14.19 6.67 NA12.69 6.40 NA1/22/2014NM NM NM10.65 10.21 NA9.90 9.19 NA7/30/2014NM NM NM11.19 9.67 NA10.28 8.81 NA1/27/2015NA NM NA12.02 8.84 NA11.00 8.09 NA7/30/2015NA NM NA15.78 5.08 NA13.22 5.87 NA2/16/2016NA NM NA11.56 9.30 NA10.63 8.46 NA8/15/2016NA NM NA14.39 6.47 NA13.05 6.04 NA3/7/2017NA NM NA9.05 11.81 NA8.53 10.56 NA9/14/2017NA NM NA12.52 8.34 NA10.63 8.46 NA3/15/2018NA NM NA11.44 9.42 NA10.28 8.81 NA10/29/2018NA NM NA12.61 8.25 NA10.05 9.04 NA3/27/201913.54 6.88 NA12.66 8.20 NA11.41 7.68 NA8/22/2019NA NM NA17.26 3.60 NA14.75 4.34 NA2/26/2020NA NM NA12.66 8.20 NA10.51 8.58 NA8/26/2020NA NM NA11.06 9.80 NA10.15 8.94 NA3/3/202113.34 7.08 NA11.66 9.20 NA10.41 8.68 NAWELL NO.DIAMETER (inches)121111211WELL DEPTH201816.34202018171515SCREEN INTERVAL10-203-186.34-16.345-2010-208-184-172-152-15TOC ELEVATION 18.8918.9818.7819.2715.5815.5316.5518.6217.44DATEELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL5/29/2007NA NM NA NA NA NA NA NM NA 7.61 11.66 NA 6.18 9.40 NA 5.94 9.59 NA NA NA NA6/4/20077.89 11.00 NA NA NA NA NA NM NA 6.61 12.66 NA 5.18 10.40 NA 4.94 10.59 NA NA NA NA9/2/201011.33 7.56 NA NA NA NA 11.29 7.49 NA 12.98 6.29 NA 8.91 6.67 NA 8.62 6.91 NA NA NA NA1/12/2011NA NM NA NA NA NA NA NM NA NA NM NA NA NM NA NA NM NA NA NA NA 7.72 10.90 NA 6.24 11.20 NA6/29/20118.65 10.24 NA 8.62 10.36 NA 8.61 10.17 NA 9.80 9.47 NA 7.06 8.52 NA 7.80 7.73 NA 7.85 8.70 NA 8.67 9.95 NA 7.46 9.98 NA11/12/20117.5911.30 NA NA NA NA 7.57 11.21 NA 8.41 10.86 NA 6.85 8.73 NA 6.61 8.92 NA NA NA NA NA NM NA NA NM NA1/30/2012NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA 6.53 10.02 NA NA NM NA 6.72 10.72 NA2/29/2012NA NM NA 7.90 11.08 NA 7.88 10.90 NA 9.06 10.21 NA 7.10 8.48 NA NA NM NA 6.28 10.27 NA 8.25 10.37 NA 6.63 10.81 NA3/1/2012NA NM NA 7.90 11.08 NA NA NM NA NA NM NA NA NM NA NA NM NA 6.28 10.27 NA NA NM NA 6.63 10.81 NA3/28/20127.57 11.32 NA 7.53 11.45 NA NA NM NA 8.53 10.74 NA 6.79 8.79 NA NA NM NA 6.00 10.55 NA 7.80 10.82 NA 6.19 11.25 NA3/30/2012NA NM NA 7.5 11.48 NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA4/2/2012NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA 6.00 10.55 NA 7.72 10.90 NA 6.16 11.28 NA6/26/201210.55 8.34 NA 10.51 8.47 NA 10.33 8.45 NA 12.70 6.57 NA 9.39 6.19 NA NA NM NA 9.52 7.03 NA 11.46 7.16 NA 9.69 7.75 NA9/18/2012NA NM NA 10.38 8.60 NA 10.53 8.25 NA 12.43 6.84 NA 8.86 6.72 NA NA NM NA 7.55 9.00 NA 11.12 7.50 NA 8.26 9.18 NA12/17/20128.25 10.64 NA 8.19 10.79 NA 8.23 10.55 NA 9.25 10.02 NA 7.26 8.32 NA NA NM NA 6.10 10.45 NA 8.43 10.19 NA 6.62 10.82 NA7/17/2013 or 7/18/2013NM NM NM 10.69 8.29 NA 11.17 7.61 NA 12.55 6.72 NA NM NM NM NM NM NM 8.76 7.79 NA NM NM NM NM NM NM1/22/2014 or 1/23/2014NM NM NM 8.04 10.94 NA 8.11 10.67 NA NA NM NA NM NM NM NM NM NM 6.98 9.57 NA NM NM NM NM NM NM7/30/2014NM NM NM 8.51 10.47 NA NM NM NM 10.00 9.27 NA NM NM NM NM NM NM 6.54 10.01 NA NM NM NM 7.07 10.37 NA9/11/2014NA NM NA NA NM NA 8.23 10.55 NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA1/27/20158.90 9.99 NA 9.06 9.92 NA 9.10 9.68 NA NA NM NA NA NM NA NA NM NA 7.80 8.75 NA 9.44 9.18 NA NA NM NA7/30/201511.81 7.08 NA 11.77 7.21 NA 11.69 7.09 NA NA NM NA NA NM NA NA NM NA 10.21 6.34 NA 12.34 6.28 NA 9.64 7.80 NA2/16/20168.91 9.98 NA 8.89 10.09 NA 8.92 9.86 NA NA NM NA NA NM NA NA NM NA 7.70 8.85 NA 8.61 10.01 NA 7.33 10.11 NA8/15/201611.43 7.46 NA 11.37 7.61 NA 11.30 7.48 NA 14.07 5.20 NA NA NM NA NA NM NA 9.28 7.27 NA 12.15 6.47 NA 10.32 7.12 NA3/7/20177.30 11.59 NA 7.27 11.71 NA 7.27 11.51 NA NA NM NA NA NM NA NA NM NA 6.48 10.07 NA 6.98 11.64 NA 6.30 11.14 NA9/14/2017NM NM NA 9.77 9.21 NA 9.75 9.03 NA NA NM NA NA NM NA NA NM NA 8.91 7.64 NA NM NM NA NM NM NA3/15/2018NM NM NA 8.44 10.54 NA 8.46 10.32 NA NA NM NA NA NM NA NA NM NA 7.34 9.21 NA NM NM NA NM NM NA10/29/2018NM NM NA 8.43 10.55 NA 8.44 10.34 NA NA NM NA NA NM NA NA NM NA 7.44 9.11 NA 8.79 9.83 NA 6.99 10.45 NA3/27/2019NM NM NA 9.41 9.57 NA 9.48 9.30 NA 10.81 8.46 NA 8.16 7.42 NA NA NM NA 8.09 8.46 NA 9.65 8.97 NA 7.64 9.80 NA8/22/2019NM NM NA 12.71 6.27 NA 12.80 5.98 NA 14.76 4.51 NA NA NM NA NA NM NA 10.87 5.68 NA NM NM NA NM NM NA2/26/2020NM NM NA 8.96 10.02 NA 9.16 9.62 NA 9.68 9.59 NA 7.96 7.62 NA NA NM NA 8.11 8.44 NA 9.42 9.20 NA 7.03 10.41 NA8/26/2020NM NM NA 8.80 10.18 NA 8.83 9.95 NA NA NM NA 7.10 8.48 NA NA NM NA 6.85 9.70 NA 9.15 9.47 NA 7.24 10.20 NA3/3/2021NM NM NA 8.63 10.35 NA 8.74 10.04 NA 9.81 9.46 NA 7.16 8.42 NA NA NM NA 7.80 8.75 NA 8.90 9.72 NA 6.54 10.90 NAMW-11MW-81188-18NMMW-10MW-8RMW-9DestroyedMW-721611521818MW-3MW-4MW-5MW-61MW-3RMW-4RMW-25-15NMMW-1NM1188-18NM2166-1620.421188-18NM8-18NMMW-12MW-12RMW-136-1620.868-18DestroyedDestroyedDestroyedDestroyedDestroyedMW-14NOT INSTALLEDNot InstalledNot Installed J:\00083\00083191.20\DOC\Reports\GWE.xlsx1 of 2 Table 2: Groundwater Elevation SummaryFormer Car Pro: 1359 Cleveland Street, Clearwater, FLAll Measurements = FeetELEV = Relative Water Table ElevationBM = Benchmark for TOC surveyNA= Not ApplicableDTNAPL= Depth to non-aqueous phase liquidsNM = Not MeasusredDTW = Depth to waterTOC = Top-of-CasingWELL NO.DIAMETER (inches)112222222WELL DEPTH15 15 18 18 18 16 18 17 17SCREEN INTERVAL2-15 2-15 8-18 8-18 3-18 6-16 3-18 7-17 7-17TOC ELEVATION 18.17 19.00 20.66 20.41 20.18 20.40 20.58 17.09 16.99DATE ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL9/9/2010 NA NM NA NA NM NA11/16/2010 NA NM NA NA NM NA 14.96 5.70 NA 12.96 7.45 NA 11.85 8.33 NA 12.60 7.80 NA 13.21 7.37 NA 7.28 9.81 NA 16.99 10.78 NA1/12/2011 7.17 11.00 NA 7.83 11.17 NA 14.75 5.91 NA 13.36 7.05 NA 10.09 10.09 NA 10.60 9.80 NA 10.43 10.15 NA 7.16 9.93 NA 6.09 10.90 NA6/29/2011 8.29 9.88 NA 8.61 10.39 NA 15.34 5.32 NA 13.69 6.72 NA 10.93 9.25 NA NA NA NA 12.30 8.28 NA 8.63 8.46 NA 7.57 9.42 NA1/11/2012 NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA 11.65 8.75 NA 12.28 8.30 NA NA NM NA NA NM NA2/29/2012 7.46 10.71 NA 8.04 10.96 NA 15.28 5.38 NA 13.96 6.45 NA 10.52 9.66 NA 11.25 9.15 NA 11.88 8.70 NA 7.32 9.77 NA 6.29 10.70 NA3/28/20127.11 11.06 NA 7.68 11.32 NA 14.75 5.91 NA 13.67 6.74 NA 10.20 9.98 NA 10.86 9.54 NA 11.61 8.97 NA 7.09 10.00 NA 6.16 10.83 NA4/2/2012NA NM NA 7.64 11.36 NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA 7.07 10.02 NA 6.14 10.85 NA6/26/201210.01 8.16 NA 10.04 8.96 NA 17.34 3.32 NA 17.03 3.38 NA 14.28 5.9 NA 15.12 5.28 NA 15.95 4.63 NA 10.45 6.64 NA 8.87 8.12 NA9/18/2012NA NM NA 10.93 8.07 NA 16.86 3.80 NA 16.40 4.01 NA 14.22 5.96 NA 16.18 4.22 NA 15.33 5.25 NA 10.11 6.98 NA 7.73 9.26 NA12/17/20127.72 10.45 NA 8.47 10.53 NA 14.89 5.77 NA 13.88 6.53 NA 11.25 8.93 NA 12.05 8.35 NA 12.36 8.22 NA 7.52 9.57 NA 6.30 10.69 NA7/17/2013 or 7/18/2013NM NM NM NA NM NM 17.15 3.51 NA 16.59 3.82 NA NM NM NM NM NM NM 15.74 4.84 NA NM NM NM NM NM NM7/30/20148.03 10.14 NA NA NM NM 15.30 5.36 NA 14.54 5.87 NA 11.76 8.42 NA NM NM NM 13.24 7.34 NA 9.78 7.31 NA 7.41 9.58 NA9/11/2014NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA1/27/2015NA NM NA NA NM NA 15.52 5.14 NA 14.57 5.84 NA 12.19 7.99 NA NM 7.48 NA 13.46 7.12 NA NA NM NA NA NM NA7/30/201510.64 7.53 NA NA NM NA 17.84 2.82 NA 17.55 2.86 NA 15.37 4.81 NA 16.35 4.05 NA 16.53 4.05 NA 11.33 5.76 NA 8.97 8.02 NA2/16/20168.37 9.80 NA NA NM NA 15.41 5.25 NA 14.55 5.86 NA 11.89 8.29 NA 12.64 7.76 NA 13.34 7.24 NA 9.42 7.67 NA 7.56 9.43 NA8/15/201610.14 8.03 NA 10.82 8.18 NA 17.62 3.04 NA 16.82 3.59 NA 14.91 5.27 NA 14.17 6.23 NA 16.54 4.04 NA 10.30 6.79 NA 7.78 9.21 NA3/7/20176.87 11.30 NA 7.63 11.37 NA 14.80 5.86 NA 13.29 7.12 NA 9.70 10.48 NA 10.13 10.27 NA 11.64 8.94 NA 7.66 9.43 NA 6.27 10.72 NA9/14/20179.26 8.91 NA NM NM NA NM NM NA NM NM NA NM NM NA NM NM NA NM NM NA 10.10 6.99 NA 7.60 9.39 NA3/15/20187.90 10.27 NA NM NM NA 15.21 5.45 NA 14.26 6.15 NA 11.24 8.94 NA NM NM NA 12.62 7.96 NA 7.98 9.11 NA 6.97 10.02 NA10/29/20187.87 10.30 NA 8.49 10.51 NA 15.38 5.28 NA 14.32 6.09 NA NM NM NA NM NM NA 12.88 7.70 NA 8.02 9.07 NA 6.93 10.06 NA3/27/20198.76 9.41 NA 9.68 9.32 NA 15.93 4.73 NA 14.92 5.49 NA 12.70 7.48 NA 13.52 6.88 NA 13.98 6.60 NA 9.08 8.01 NA 7.29 9.70 NA8/22/20198.59 9.58 NA NM NM NA 17.92 2.74 NA 17.51 2.90 NA NM NM NA 16.79 3.61 NA 16.71 3.87 NA 11.04 6.05 NA 8.66 8.33 NA2/26/20208.37 9.80 NA 8.99 10.01 NA 15.45 5.21 NA 14.21 6.20 NA 11.59 8.59 NA NM NM NA 12.69 7.89 NA 9.23 7.86 NA 7.26 9.73 NA8/26/20208.28 9.89 NA 8.85 10.15 NA NM NM NA NM NM NA NM NM NA NM NM NA NM NM NA 9.54 7.55 NA 7.49 9.50 NA3/3/20218.16 10.01 NA 8.68 10.32 NA NM NM NA 14.36 6.05 NA 11.38 8.80 NA 12.42 7.98 NA 13.06 7.52 NA 9.09 8.00 NA 7.28 9.71 NAWELL NO.DIAMETER (inches)222222WELL DEPTH15 20 20 20 65 60SCREEN INTERVAL5-15 5-20 5-20 5-20 60-65 55-60TOC ELEVATION 20.31 18.42 18.22 18.26 18.61 16.13DATE ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL ELEV DTW DTNAPL2/2/2011 11.30 9.01 NA 8.29 10.13 NA 8.04 10.18 NA NA NA NA 5.07 13.54 NA 5.10 11.03 NA6/29/2011 10.16 10.15 NA 8.44 9.98 NA 8.25 9.97 NA 8.46 9.80 NA 4.19 14.42 NA 3.72 12.41 NA11/30/2012 NA NM NA NA NM NA NA NM NA NA NM NA 5.22 13.39 NA NA NM NA1/11/2012 10.61 9.70 NA NA NM NA NA NM NA NA NM NA 4.01 14.60 NA NA NM NA1/17/2012 10.46 9.85 NA NA NM NA NA NM NA 7.60 10.66 NA 3.69 14.92 NA NA NM NA1/24/2012 10.32 9.99 NA NA NM NA NA NM NA 7.58 10.68 NA 3.80 14.81 NA NA NM NA2/1/2012 10.20 10.11 NA NA NM NA NA NM NA 7.61 10.65 NA 4.01 14.60 NA 3.82 12.31 NA2/29/2012 10.06 10.25 NA 7.62 10.80 NA 7.42 10.80 NA 7.58 10.68 NA 3.28 15.33 NA 3.02 13.11 NA3/1/201210.06 10.25 NA NA NM NA NA NM NA 7.58 10.68 NA 3.28 15.33 NA 3.02 13.11 NA3/28/20129.77 10.54 NA 7.35 11.07 NA 7.05 11.17 NA 7.17 11.09 NA 3.22 15.39 NA 2.92 13.21 NA6/26/201213.34 6.97 NA 10.39 8.03 NA 10.30 7.92 NA 10.73 7.53 NA 5.90 12.71 NA 6.00 10.13 NA9/18/201213.87 6.44 NA 10.03 8.39 NA 9.61 8.61 NA 9.94 8.32 NA 4.56 14.05 NA 4.81 11.32 NA12/17/201210.89 9.42 NA 7.84 10.58 NA 7.58 10.64 NA 7.72 10.54 NA 3.92 14.69 NA 3.67 12.46 NA7/17/2013 or 7/18/201313.90 6.41 NA 10.59 7.83 NA 10.29 7.93 NA 10.67 7.59 NA 5.28 13.33 NA 5.02 11.11 NA1/22/2014 or 1/23/201410.49 9.82 NA 7.78 10.64 NA 7.45 10.77 NA 7.57 10.69 NA 3.57 15.04 NA 3.44 12.69 NA7/30/201411.17 9.14 NA 8.21 10.21 NA 7.90 10.32 NA 8.15 10.11 NA 3.46 15.15 NA 2.96 13.17 NA9/11/2014NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA NA NM NA1/27/201511.72 8.59 NA NA NM NA NA NM NA NA NM NA 3.70 14.91 NA NA NM NA7/30/201514.75 5.56 NA 11.22 7.20 NA 10.87 7.35 NA 11.35 6.91 NA 4.22 14.39 NA 4.10 12.03 NA2/16/201611.37 8.94 NA 8.51 9.91 NA 8.24 9.98 NA 8.45 9.81 NA 1.96 16.65 NA 2.60 13.53 NA8/15/201614.20 6.11 NA 10.66 7.76 NA 10.43 7.79 NA 11.19 7.07 NA 4.27 14.34 NA 3.76 12.37 NA3/7/20179.10 11.21 NA 7.03 11.39 NA 6.79 11.43 NA 6.97 11.29 NA 2.10 16.51 NA 1.62 14.51 NA9/14/201712.16 8.15 NA 9.61 8.81 NA 9.45 8.77 NA 9.85 8.41 NA 5.10 13.51 NA 4.66 11.47 NA3/15/201811.109.21NA 8.10 10.32 NA 7.76 10.46 NA 7.95 10.31 NA 2.40 16.21 NA 1.91 14.22 NA10/29/201811.53 8.78 NA 8.05 10.37 NA 7.82 10.40 NA 8.03 10.23 NA 2.57 16.04 NA 2.15 13.98 NA3/27/201912.26 8.05 NA 8.91 9.51 NA 8.57 9.65 NA 8.78 9.48 NA 2.07 16.54 NA 1.93 14.20 NA8/22/201916.01 4.30 NA 11.74 6.68 NA 11.20 7.02 NA 11.77 6.49 NA 4.46 14.15 NA 3.12 13.01 NA2/26/202011.15 9.16 NA 8.92 9.50 NA 8.12 10.10 NA 8.23 10.03 NA 3.39 15.22 NA 3.13 13.00 NA8/26/202011.88 8.43 NA 8.44 9.98 NA 8.08 10.14 NA 8.42 9.84 NA 5.59 13.02 NA 5.25 10.88 NA3/3/202111.26 9.05 NA 8.09 10.33 NA 7.30 10.92 NA 8.20 10.06 NA 5.80 12.81 NA 2.28 13.85 NAMW-19MW-24MW-25MW-26MW-15MW-16MW-17MW-27DW-1NOT INSTALLEDNOT INSTALLEDNOT INSTALLEDMW-18DW-2MW-20MW-22NOT INSTALLEDMW-21NOT INSTALLEDNOT INSTALLEDNOT INSTALLEDMW-23 J:\00083\00083191.20\DOC\Reports\GWE.xlsx2 of 2 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 13 FIGURES 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARY33MW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'COLLECTION DATETRICHLOROETHENE, ug/LCIS-1,2-DICHLOROETHENE, ug/LVINYL CHLORIDE, ug/LETHENE, ug/LMW-15MW-5LEGENDEXISTING SHALLOWMONITOR WELLABANDONEDMONITOR WELLEXCEEDS GCTLsEXCEEDS NADCsISOCONCENTRATION CONTOURFOR TRICHLOROETHENE, ug/L3 ug/LLIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE00083191.1904/2021 OFJLMRLGEXISTING DEEPMONITOR WELLDW-153/4/211469.618.92.2U = INDICATES THAT A SPECIFIC COMPOUNDWAS ANALYZED FOR BUT NOT DETECTEDBOLD INDICATES THE ANALYTE WAS DETECTEDI = DENOTES THE REPORTED VALUE ISBETWEEN THE LABORATORY METHODDETECTION LIMIT AND THE LABORATORYPRACTICAL QUANTITATION LIMIT3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.31 I0.41 U0.43 U3/3/210.35 U3.28.00.88 I3/3/210.35 U0.28 U0.41 U0.43 U3/3/2129.539.221.82.03/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.623/4/210.3U0.3 U0.4 U0.4 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/21NANANANAAS = 4.01AS = 16.1AS = 4.21AS = 1.3 UAS = 11.9ASARSENIC, ug/LC:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/20/2021 10:40:37 AM, DWG To PDF.pc3 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARYMW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'COLLECTION DATETRICHLOROETHENE, ug/LCIS-1,2-DICHLOROETHENE, ug/LVINYL CHLORIDEETHENEMW-15MW-5LEGENDEXISTING SHALLOWMONITOR WELLABANDONEDMONITOR WELLEXCEEDS GCTLsEXCEEDS NADCsLIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE OFJLMRLGEXISTING DEEPMONITOR WELLDW-15U = INDICATES THAT A SPECIFIC COMPOUNDWAS ANALYZED FOR BUT NOT DETECTEDBOLD INDICATES THE ANALYTE WAS DETECTEDI = DENOTES THE REPORTED VALUE ISBETWEEN THE LABORATORY METHODDETECTION LIMIT AND THE LABORATORYPRACTICAL QUANTITATION LIMIT8/20/200.3U0.3 U0.4 U0.4 UASARSENIC, ug/L00083191.1904/20213/4/211469.618.92.23/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.31 I0.41 U0.43 U3/3/210.35 U3.28.00.88 I3/3/210.35 U0.28 U0.41 U0.43 U3/3/2129.539.221.82.03/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.623/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/21NANANANAAS = 4.01AS = 16.1AS = 4.21AS = 1.3 UAS = 11.9C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/20/2021 10:40:07 AM, DWG To PDF.pc3 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARY110110MW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'COLLECTION DATETRICHLOROETHENE, ug/LCIS-1,2-DICHLOROETHENE, ug/LVINYL CHLORIDEETHENEMW-15MW-5LEGENDEXISTING SHALLOWMONITOR WELLABANDONEDMONITOR WELLEXCEEDS GCTLsEXCEEDS NADCsISOCONCENTRATION CONTOURFOR VINYL CHLORIDE, ug/LLIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE OFJLMRLGEXISTING DEEPMONITOR WELLDW-15U = INDICATES THAT A SPECIFIC COMPOUNDWAS ANALYZED FOR BUT NOT DETECTEDBOLD INDICATES THE ANALYTE WAS DETECTEDI = DENOTES THE REPORTED VALUE ISBETWEEN THE LABORATORY METHODDETECTION LIMIT AND THE LABORATORYPRACTICAL QUANTITATION LIMIT1ASARSENIC, ug/L00083191.1904/20213/4/211469.618.92.23/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.31 I0.41 U0.43 U3/3/210.35 U3.28.00.88 I3/3/210.35 U0.28 U0.41 U0.43 U3/3/2129.539.221.82.03/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.623/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/21NANANANAAS = 4.01AS = 16.1AS = 4.21AS = 1.3 UAS = 11.93/4/210.35 U0.28 U0.41 U0.62C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/20/2021 10:39:34 AM, DWG To PDF.pc3 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARY11MW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'COLLECTION DATETRICHLOROETHENE, ug/LCIS-1,2-DICHLOROETHENE, ug/LVINYL CHLORIDEETHENEMW-15MW-5LEGENDEXISTING SHALLOWMONITOR WELLABANDONEDMONITOR WELLEXCEEDS GCTLsEXCEEDS NADCsISOCONCENTRATION CONTOURFOR ETHENE, ug/LLIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE OFJLMRLGEXISTING DEEPMONITOR WELLDW-15ETHENEU = INDICATES THAT A SPECIFIC COMPOUNDWAS ANALYZED FOR BUT NOT DETECTEDBOLD INDICATES THE ANALYTE WAS DETECTEDI = DENOTES THE REPORTED VALUE ISBETWEEN THE LABORATORY METHODDETECTION LIMIT AND THE LABORATORYPRACTICAL QUANTITATION LIMIT1ASARSENIC, ug/L00083191.1904/20213/4/211469.618.92.23/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.31 I0.41 U0.43 U3/3/210.35 U3.28.00.88 I3/3/210.35 U0.28 U0.41 U0.43 U3/3/2129.539.221.82.03/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.623/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/21NANANANAAS = 4.01AS = 16.1AS = 4.21AS = 1.3 UAS = 11.93/4/210.35 U0.28 U0.41 U0.62C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/20/2021 10:39:09 AM, DWG To PDF.pc3 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARY3311011011MW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'LIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE00083191.1904/2021 OFJLMRLGMW-15MW-5LEGENDEXISTING SHALLOWMONITOR WELLABANDONEDMONITOR WELLISOCONCENTRATION CONTOURFOR VINYL CHLORIDE, ug/LEXISTING DEEPMONITOR WELLDW-15ISOCONCENTRATION CONTOURFOR TCE, ug/L31ISOCONCENTRATION CONTOURFOR ETHENE, ug/L11" = 40'3/4/211469.618.92.23/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.31 I0.41 U0.43 U3/3/210.35 U3.28.00.88 I3/3/210.35 U0.28 U0.41 U0.43 U3/3/2129.539.221.82.03/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.623/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/3/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/210.35 U0.28 U0.41 U0.43 U3/4/21NANANANABASELINEISOCONCENTRATION CONTOURFOR TCE, ug/L3C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/21/2021 9:05:53 AM, DWG To PDF.pc3 0.30.0 0.3 0.3 0.5 0.3 63.3 0.3 6.2 0.3 16.6 0.3 4.2 2.7 1,470.0 67.4 3.7 1.9 0.5 0.4 0.4 2.4 0.40.00.00.00.00.00.00.00.00.00.00.00.00.34 0 0.34 430 1.30.34 23.8 0.33 12.7 0.22 0.22 0.31 1.3 2.2 559 33.6 2.6 1.8 0.28 0.28 0.28 0.28 0.28000.000.00.000.000.0000.0000.19 0 0.19 73 0.190.19 9.7 0.33 35 0.25 10.5 0.31 0.3 1.7 76.7 4.4 0.54 0.41 0.41 0.41 0.41 0.41 0.410000.00.00.000.0000.0000.0000.000 0 0 0 0 0 0.79 0.43 10.9 0.43 13.3 0.32 0.32 0.84 22.40 0.43 18.4 0.43 0.43 0.43 0.43 0.62 00.00.00.00000.0000.000 200 400 600 800 1000 1200 1400 1600 CONCENTRATIONS (UG/L)Figure 8 COC Concentrations Versus Time MW-7 TCE cis-1,2-DCE Vinyl Chloride Ethene 1800 2400 1.4 3.7 2.8 0.92 0.31 6.8 4.2 34.2 0.22 3.6 88.70 18.9 9.7 87.7 7.1 58.2 4.5 2.2 292 13.600.000.00.00.34 0.34 910 910 2600 750 282 474 95.1 372 0.91 160 126 383 40.8 310 16.1 90.1 4.3 9.5 397 69.600000000.19 0.19 0.19 13 9 9.4 203 483 449.0 31.4 0.33 113 49 209 45.1 58.7 21.9 23 1 5.5 93.2 18.9000.00 0.43 0.33 8.6 0.430.51 17.4 32.7 25.6 2.6 0.43 13.6 9.40 39.1 13.9 6.7 6.5 4.8 0.43 1.1 19.5 2.2 000.00.00.0 0 500 1000 1500 2000 2500 3000 CONCENTRATIONS (UG/L)DATE Figure 9 COC Concentrations Versus Time MW-8R TCE cis-1,2-DCE Vinyl Chloride Ethene 1.10.3 0.3 6.40.30 0.3 2 0.11 0.5 0 1.6 0.51 10.5 113 26 12.2 0 53 14 3.2 0.33 0.88 28.5 0.13 0 4.1 4.5 0.5 10 28 11.6 3.1 0 89 7.4 0.61 0.33 0.33 2.7 0.11 0.11 1.2 1.2 0.3 5.1 73.7 16.5 14.2 00 20 40 60 80 100 120 Concentration, µg/LDate (Month-Year) TCE VC cis-1,2-DCE Ethene 8.5 0 1.1 0.3 1 3 2 0.22 0.5 0.27 1.6 0.51 10.5 113 26 12.2 0.35 0.35 0.88000.000.00.00.000.000.340 89 7.4 1 1.7 2.7 0.22 0.31 1.2 1.2 0.29 5.1 73.7 16.5 14.2 0.28 4.1 0.30000.000.0000.190 53 14 3 15 28.5 0.25 0.3 4.1 4.5 0.46 10.0 28 11.6 3.1 0.41 0.81 0.400.000.000.00000 2.1 2.6 0.58 1 2.1 2.1 0.32 0.65 0.98 1.1 2.5 0.83 2.6 1.7 0.43 0.43 0.43 000.0000.000 0 20 40 60 80 100 120 CONCENTRATIONS (UG/L)DATE Figure 10 COC Concentrations Versus Time MW-9 TCE cis-1,2-DCE Vinyl Chloride Ethene 25 57 2.6 2.6 2.42 1.6 5.6 4.22.8 1.2 1.7 0.9 1.3 0.0 0.5 0…0.7 0.7 0.00.19 0.194.1 0.19 12 72 44.5 144 95 87 25 27 7 39 5 2.8 20.6 12 2 4.3 57 140 51 6.2 640 260 33.5 57.7 23.7 28.8 4.3 0.11 3.1 34 1.5 1.4 6.95.0 2.1 1.8 0 100 200 300 400 500 600 700 800 Concentration, µg/LDate (Month-Year) Chlorinated Solvent Concentrations vs. Time Well MW-12R TCE VC cis-1,2-DCE Ethene 25 57 2.62.6 2.4 2 1.6 5.6 4.2 2.8 1.2 1.7 0.9 1.3 0.35 0.48 0.35 0.67 0.7 0.35 0.35 0.350.0000.0000.0000.000 57 140 51 6.2 640 260 33.5 57.7 23.7 28.8 4.3 14.1 3.1 34 1.5 1.4 6.9 5 2.1 1.8 1.1 3.200.000.19 0.19 4.10.19 12 72 44.5 144 94.9 87.3 24.7 26.8 7.2 38.6 4.6 2.8 20.6 12.1 2.1 4.3 4 80.0000 0.43 0.761.4 0.4911.6 9.7 9.7 0.43 7.7 2.6 0.57 0.54 1.4 0.43 0.78 0.92 2.1 2 0.86 0.86 0.8800.000.0000.00 0 100 200 300 400 500 600 700 CONCENTRATIONS (UG/L)DATE Figure 11 COC Concentrations Versus Time MW-12R TCE cis-1,2-DCE Vinyl Chloride Ethene 13 5.2 1.1 0.72 0.15 0.33 1 0 5.3 104 38.1 12.4 4.8 00.340.34 1.3 1.7 0.14 0.11 2.3 0 10.8 117 22.1 7.4 1.7 0 0.19 0.19 0.6 0.25 0.1 0 1.6 0 17.5 17.6 4.6 0.81 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CONCENTRATION, ΜG/LDATE (MONTH-YEAR) 13 5.2 1.1 0.22 0.22 0.33 1 1 5.3 104 38.10 12.4 4.8 0.35 0.4 0.350.0000.000.0000.34 0.34 1.3 0.22 0.22 0.31 2.3 0.86 10.8 117 22.10 7.4 1.7 0.28 0.28 0.280.0000.0000.000.19 0.19 0.6 0.25 0.25 0.31 1.6 1.6 17.5 17.6 4.60 0.81 2.0 2 2.0 0.410.000.000.0000.000.000 0 0 0.43 0.43 0.43 0.43 0.43 2 3.2 0.43 0.43 0.43 0.43 0.43 0.4300.0000.0000.0000.0000.00 0 20 40 60 80 100 120 140 CONCENTRATIONS (UG/L)DATE Figure 12 COC Concentrations Versus Time MW-15 TCE cis-1,2-DCE Vinyl Chroride Ethene 19 0.65 0.3 0.3 0.3 0.3 0.31 5.3 13.4 6.3 0.22 6.3 0.27 100 7.5 10.8 0.35 2 0.35 7.6 0.35 0.350.000.000000.00.000.00.00.00.00.34 0.34 0.340.340.340.34 0 0.33 1.2 0.22 0.22 0.36 0.26 15.4 11.3 0.8 0.28 0.28 0.28 0.28 0.28 0.28000000000000000000.19 0.19 0.190.190.190.19 0.44 0.33 0 0.25 0.25 0.35 0.31 8.1 2.3 0.41 0.41 0.41 0.41 0.41 0.41 0.410.0000.0000.000.0000.000.0000.0000.0000.000 0.43 0.430.430.430.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 3.6 1.8 0.43 0.43 0.43 0.43 0.43 0.43 0.43000000000000000000 0 20 40 60 80 100 120 CONCENTRATIONS (UG/L)DATE Figure 13 COC Concentrations Versus Time MW-24 TCE cis-1,2-DCE Vinyl Chloride Ethene 7.2 0.5 0.3 0.3 0.30 1.5 7.9 0.77 0.8 5.2 10.3 1.9 3.8 16.1 35.7 1.6 00.19 5.6 0.19 24 8.20 50 22.6 3.2 10.4 18.4 11.9 21.4 42 25.7 24.6 0 0 27 82 3.1 4.1 0.33 109 16.6 0.65 1.6 10.2 8.4 4.6 25.2 66.5 47.8 1.1 001.1 1.4 2.9 2.7 7.8 2.1 1.2 1.9 5.4 5.3 9 6.7 1.7 4.2 0.44 0Concentration, µg/LDate (Month-Year)TCE VC cis-1,2-DCE Ethene 7.2 0.50.30 0.31 0.3 1.5 7.90 0.77 0.76 5.2 10.3 1.9 3.8 16.1 35.7 1.6 0.4 0.35 29.5 00.000.0000.0 27 82 3.1 4.1 0.33 109 16.6 0.65 1.60 10.2 8.4 4.6 25.2 66.5 47.8 1.1 0.28 0.31 39.2 0000.19 5.6 0.19 24 8.2 50 22.6 3.2 10.4 18.4 11.9 21.4 42 25.7 24.6 0.41 0.4 0.41 21.8 000.0000.00 1.1 1.4 2.9 2.7 7.8 2.1 1.2 1.90 5.4 5.3 9 6.7 1.7 4.2 0.44 0.43 0.43 200.0 0 20 40 60 80 100 120 CONCENTRATIONS (UG/L)DATE Figure 14 COC Concentrations Versus Time MW-25 TCE cis-1,2-DCE Vinyl Chloride Ethene 0.30 0.3 1.20 7.9 15.4 15.9 2.0 13.6 3 1.5 5.2 10.2 3.4 3.9 0.35 2.8 0.9 0.35 0.400.0000.00 15 2.4 16 4.5 118 37.5 3.9 44.3 7.1 0.26 4.2 14.1 4.40 6.5 0.3 2.4 1.8 4.9 0.31000.19 0.191.6 1.3 81.2 4 0.3 7.9 4.8 0.31 1.4 3.3 0.71 0.44 0.41 1 0.6 2.5 0.400.000.000.00000 0.430.43 0.43 4.9 0.43 0.43 1.2 0.52 0.43 0.43 0.6 0.43 1.1 0.43 0.43 0.53 0.43 0.4300000000000000 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 CONCENTRATIONS (UG/L)DATE Figure 15 COC Concentrations Versus Time MW-26 TCE cis-1,2-DCE Vinyl Chloride Ethene Baseline Month 3 Month 6 Month 9 Month 12 Month 19 Month 25 Month 30 Month 36 Month 42 Month 49 Month 55 Month 62 Month 68 Month 74 Month 81 Month 86 Month 92 Month 97 Month 103 Month 110 MW-7 0 -83.2 -120.4 -176.6 0 -230.1 -222.1 -207.1 -17.6 -155.8 -194.7 -241.8 -130.2 -166.9 -137.7 -121.3 -116.9 -90.2 -140.6 -1.6 -87.7 MW-8R 13.7 -300.5 -91.1 -208 -190 -257.7 -253.4 -239.1 -43.6 -33.8 -201.3 -258.4 -197 -158.6 -167.8 -183.6 -85.6 -114.1 25.9 -1.9 6.7 MW-12R 17.3 -250 0 -105.8 -183.3 -139.7 -131.7 -159.7 -19.5 -245.7 -156.2 -237 -149.8 -169.1 57.4 -212.9 -96.4 -97.8 -185.9 -101.8 -149.7 MW-25 0 0 0 -172.8 -120.9 -181.4 -209.9 -252.3 -115.3 -248.6 -236.7 -241.5 -177.9 -140.8 -85.7 -132.6 -37.9 -47.5 -45.1 129.5 -27.1 MW-26 0 0 0 -174.7 -145.8 -238.7 -247.8 -259.4 -77.4 -278.5 -263.9 -240.9 -189 -171.6 -151.8 -177.6 155.7 -30 -62.5 143.6 48.6 -400 -300 -200 -100 0 100 200 ORP (mV)Figure 16 Oxidation/Reduction Potential 0 2000 4000 6000 8000 10000 12000 Methane (ug/L)Month Figure 17 Methane Concentrations in Groundwater MW-7 MW-8R MW-12R MW-25 MW-26 8.29CLEVELAND ST.MW-2MW-1MW-4MW-3MW-6MW-5FORMER CAR PRO PROPERTY BOUNDARY8.169.54[2.28]7.287.807.307.168.098.208.90[5.80]8.638.9410.1511.2011.6613.342.428.689.8113.0014.3611.386.54MW-17MW-20MW-18DW-2MW-23MW-7MW-19MW-4RMW-13MW-11MW-15MW-26DW-1MW-9MW-25MW-27MW-16MW-10MW-3RMW-22MW-8RMW-21MW-24MW-12RMW-8MW-12MW-141" = 40'FILE: C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg LAST SAVED: Tue, 04/20/21-10:07a PLOTTED: Tue, 04/20/21-10:38a BY: robin.gage LIC. NO.:DATE380 PARK PLACE B LVD, S TE 3 0 0, C LEARW ATER, F L 33 7 5 9 TEL: ( 72 7) 5 3 1- 3 5 0 5 ( 8 0 0) 8 6 1- 8 31 4 www.car d no. c om C ertifi c at e of A ut h ori z ati o n N o. 2 9 9 1 5 DRAWNDESIGNEDQ.C.APPROVEDDATEPROJECT NO.SHEET NO.NO.DESCRIPTIONBYDATE00083191.194/2021 OFJLMRLG9.54MW-1LEGENDEXISTING SHALLOW MONITOR WELLABANDONED MONITOR WELLGROUNDWATER ELEVATION (FT.)GROUNDWATER CONTOUR &ELEVATIONGROUNDWATER FLOW ARROWSDW-1MW-1DEEP MONITOR WELL10.009.008.00 8.00 9.008.00 8.00 9.00 9.0011.00 12.00 14.00 13.0010.0011.0012.0014.0013.009.007.00 7.00 C:\_LocalDrives\Jdrive\00083.191.19\acad\dwg\Car Pro_PARM (E)_04 19 2021.dwg, 4/20/2021 10:38:06 AM, DWG To PDF.pc3 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 14 APPENDIX A GROUNDWATER SAMPLING AND CALIBRATION LOGS MARCH 2021 J:\00083\00083191.20\DOC\Reports\March2021\PAR-NAMRpt_03-2021.docx 15 APPENDIX B LABORATORY ANALYTICAL REPORTS MARCH 2021 03/19/21 Technical Report for City of Clearwater CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL SGS Job Number: FA83695 Sampling Dates: 03/03/21 - 03/04/21 Report to: City of Clearwater 100 S Myrtle Ave Suite 220 Clearwater, FL 33756-5520 Joseph.DeCicco@MyClearwater.com ATTN: Joe DeCiccio Total number of pages in report: Certifications: FL(E83510), LA(03051), KS(E-10327), IL(200063), NC(573), NJ(FL002), NY(12022), SC(96038001) DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177), AK, AR, IA, KY, MA, MS, ND, NH, NV, OK, OR, UT, WA, WV This report shall not be reproduced, except in its entirety, without the written approval of SGS. Test results relate only to samples analyzed. SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: 407-425-6700 • fax: 407-425-0707 Test results contained within this data package meet the requirements of the National Environmental Laboratory Accreditation Program and/or state specific certification programs as applicable. Client Service contact: Jean Dent-Smith 407-425-6700 Norm Farmer Technical Director Orlando, FL 03/19/21 e-Hardcopy 2.0 Automated Report 123 SGS is the sole authority for authorizing edits or modifications to this document. Unauthorized modification of this report is strictly prohibited. Review standard terms at: http://www.sgs.com/en/terms-and-conditions The results set forth herein are provided by SGS North America Inc. Please share your ideas about how we can serve you better at: EHS.US.CustomerCare@sgs.com 1 of 123 FA83695 Table of Contents -1- Sections: Section 1: Sample Summary ................................................................................................... 3 Section 2: Summary of Hits .................................................................................................... 5 Section 3: Sample Results ........................................................................................................8 3.1: FA83695-1: MW-4R ..................................................................................................... 9 3.2: FA83695-2: MW-7 ........................................................................................................ 13 3.3: FA83695-3: MW-8R ..................................................................................................... 17 3.4: FA83695-4: MW-9 ........................................................................................................ 21 3.5: FA83695-5: MW-12R ................................................................................................... 25 3.6: FA83695-6: MW-15 ...................................................................................................... 29 3.7: FA83695-7: MW-22 ...................................................................................................... 33 3.8: FA83695-8: MW-23 ...................................................................................................... 37 3.9: FA83695-9: MW-24 ...................................................................................................... 41 3.10: FA83695-10: MW-25 .................................................................................................. 45 3.11: FA83695-11: MW-26 .................................................................................................. 49 3.12: FA83695-12: MW-27 .................................................................................................. 53 3.13: FA83695-13: DW-1 .................................................................................................... 57 3.14: FA83695-14: DW-2 .................................................................................................... 61 3.15: FA83695-15: MW-10 .................................................................................................. 65 3.16: FA83695-15F: MW-10 ............................................................................................... 66 3.17: FA83695-16: MW-17 .................................................................................................. 67 3.18: FA83695-16F: MW-17 ............................................................................................... 68 3.19: FA83695-17: MW-18 .................................................................................................. 69 3.20: FA83695-17F: MW-18 ............................................................................................... 70 3.21: FA83695-18: MW-19 .................................................................................................. 71 3.22: FA83695-18F: MW-19 ............................................................................................... 72 3.23: FA83695-19: MW-21 .................................................................................................. 73 3.24: FA83695-19F: MW-21 ............................................................................................... 74 Section 4: Misc. Forms ............................................................................................................75 4.1: Chain of Custody ........................................................................................................... 76 Section 5: MS Volatiles - QC Data Summaries ..................................................................... 79 5.1: Method Blank Summary ................................................................................................ 80 5.2: Blank Spike Summary ................................................................................................... 86 5.3: Matrix Spike/Matrix Spike Duplicate Summary ........................................................... 92 Section 6: GC Volatiles - QC Data Summaries ..................................................................... 98 6.1: Method Blank Summary ................................................................................................ 99 6.2: Blank Spike/Blank Spike Duplicate Summary .............................................................. 102 6.3: Matrix Spike Summary .................................................................................................. 105 6.4: Duplicate Summary ....................................................................................................... 108 Section 7: Metals Analysis - QC Data Summaries ................................................................ 111 7.1: Prep QC MP38645: As .................................................................................................. 112 7.2: Prep QC MP38649: As .................................................................................................. 118 12345672 of 123 FA83695 SGS North America Inc. Sample Summary City of Clearwater Job No:FA83695 CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID FA83695-1 03/04/21 11:53 TD 03/06/21 AQ Ground Water MW-4R FA83695-2 03/04/21 08:18 TD 03/06/21 AQ Ground Water MW-7 FA83695-3 03/04/21 09:34 TD 03/06/21 AQ Ground Water MW-8R FA83695-4 03/04/21 10:06 TD 03/06/21 AQ Ground Water MW-9 FA83695-5 03/03/21 11:50 TD 03/06/21 AQ Ground Water MW-12R FA83695-6 03/03/21 10:40 TD 03/06/21 AQ Ground Water MW-15 FA83695-7 03/04/21 10:45 TD 03/06/21 AQ Ground Water MW-22 FA83695-8 03/04/21 11:17 TD 03/06/21 AQ Ground Water MW-23 FA83695-9 03/04/21 12:25 TD 03/06/21 AQ Ground Water MW-24 FA83695-10 03/03/21 10:16 TD 03/06/21 AQ Ground Water MW-25 FA83695-11 03/03/21 09:43 TD 03/06/21 AQ Ground Water MW-26 FA83695-12 03/03/21 09:06 TD 03/06/21 AQ Ground Water MW-27 FA83695-13 03/04/21 09:00 TD 03/06/21 AQ Ground Water DW-1 3 of 123 FA836951 SGS North America Inc. Sample Summary (continued) City of Clearwater Job No:FA83695 CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID FA83695-14 03/03/21 11:20 TD 03/06/21 AQ Ground Water DW-2 FA83695-15 03/04/21 07:29 TD 03/06/21 AQ Ground Water MW-10 FA83695-15F 03/04/21 07:29 TD 03/06/21 AQ Groundwater Filtered MW-10 FA83695-16 03/03/21 12:46 TD 03/06/21 AQ Ground Water MW-17 FA83695-16F 03/03/21 12:46 TD 03/06/21 AQ Groundwater Filtered MW-17 FA83695-17 03/03/21 13:25 TD 03/06/21 AQ Ground Water MW-18 FA83695-17F 03/03/21 13:25 TD 03/06/21 AQ Groundwater Filtered MW-18 FA83695-18 03/03/21 14:36 TD 03/06/21 AQ Ground Water MW-19 FA83695-18F 03/03/21 14:36 TD 03/06/21 AQ Groundwater Filtered MW-19 FA83695-19 03/03/21 14:01 TD 03/06/21 AQ Ground Water MW-21 FA83695-19F 03/03/21 14:01 TD 03/06/21 AQ Groundwater Filtered MW-21 4 of 123 FA836951 Summary of Hits Page 1 of 3 Job Number:FA83695 Account:City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Collected:03/03/21 thru 03/04/21 Lab Sample ID Client Sample ID Result/ Analyte Qual PQL MDL Units Method FA83695-1 MW-4R Methane 247 0.50 0.16 ug/l RSKSOP-147/175 FA83695-2 MW-7 Methane 241 0.50 0.16 ug/l RSKSOP-147/175 Ethene 0.62 I 1.0 0.43 ug/l RSKSOP-147/175 FA83695-3 MW-8R cis-1,2-Dichloroethylene 69.6 1.0 0.28 ug/l SW846 8260B Trichloroethylene 13.6 1.0 0.35 ug/l SW846 8260B Vinyl Chloride 18.9 1.0 0.41 ug/l SW846 8260B Methane 662 0.50 0.16 ug/l RSKSOP-147/175 Ethene 2.2 1.0 0.43 ug/l RSKSOP-147/175 FA83695-4 MW-9 Trichloroethylene 0.88 I 1.0 0.35 ug/l SW846 8260B Methane 471 0.50 0.16 ug/l RSKSOP-147/175 FA83695-5 MW-12R Acetone a 28.8 25 10 ug/l SW846 8260B Carbon Disulfide 0.60 I 2.0 0.53 ug/l SW846 8260B cis-1,2-Dichloroethylene 3.2 1.0 0.28 ug/l SW846 8260B Toluene 0.87 I 1.0 0.30 ug/l SW846 8260B Vinyl Chloride 8.0 1.0 0.41 ug/l SW846 8260B Methane b 4060 5.0 1.6 ug/l RSKSOP-147/175 Ethene b 0.88 I 1.0 0.43 ug/l RSKSOP-147/175 FA83695-6 MW-15 Methane 11.4 0.50 0.16 ug/l RSKSOP-147/175 FA83695-7 MW-22 Methane 216 0.50 0.16 ug/l RSKSOP-147/175 FA83695-8 MW-23 Methane 153 0.50 0.16 ug/l RSKSOP-147/175 5 of 123 FA836952 Summary of Hits Page 2 of 3 Job Number:FA83695 Account:City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Collected:03/03/21 thru 03/04/21 Lab Sample ID Client Sample ID Result/ Analyte Qual PQL MDL Units Method FA83695-9 MW-24 Methane 180 0.50 0.16 ug/l RSKSOP-147/175 FA83695-10 MW-25 cis-1,2-Dichloroethylene 39.2 1.0 0.28 ug/l SW846 8260B Trichloroethylene 29.5 1.0 0.35 ug/l SW846 8260B Vinyl Chloride 21.8 1.0 0.41 ug/l SW846 8260B Methane 1100 0.50 0.16 ug/l RSKSOP-147/175 Ethane 1.5 1.0 0.32 ug/l RSKSOP-147/175 Ethene 2.0 1.0 0.43 ug/l RSKSOP-147/175 FA83695-11 MW-26 cis-1,2-Dichloroethylene 0.31 I 1.0 0.28 ug/l SW846 8260B Methane 79.6 0.50 0.16 ug/l RSKSOP-147/175 FA83695-12 MW-27 tert-Butylbenzene 0.36 I 1.0 0.31 ug/l SW846 8260B Methane 676 0.50 0.16 ug/l RSKSOP-147/175 FA83695-13 DW-1 Methane 57.5 0.50 0.16 ug/l RSKSOP-147/175 FA83695-14 DW-2 Methane 38.8 0.50 0.16 ug/l RSKSOP-147/175 FA83695-15 MW-10 Arsenic 4.0 I 10 1.3 ug/l SW846 6010C FA83695-15F MW-10 Arsenic 4.4 I 10 1.3 ug/l SW846 6010C FA83695-16 MW-17 Arsenic 16.1 10 1.3 ug/l SW846 6010C 6 of 123 FA836952 Summary of Hits Page 3 of 3 Job Number:FA83695 Account:City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Collected:03/03/21 thru 03/04/21 Lab Sample ID Client Sample ID Result/ Analyte Qual PQL MDL Units Method FA83695-16F MW-17 Arsenic 17.0 10 1.3 ug/l SW846 6010C FA83695-17 MW-18 Arsenic 4.2 I 10 1.3 ug/l SW846 6010C FA83695-17F MW-18 Arsenic 4.3 I 10 1.3 ug/l SW846 6010C FA83695-18 MW-19 No hits reported in this sample. FA83695-18F MW-19 No hits reported in this sample. FA83695-19 MW-21 Arsenic 11.9 10 1.3 ug/l SW846 6010C FA83695-19F MW-21 Arsenic 12.7 10 1.3 ug/l SW846 6010C (a) Sample vial(s) contained bubbles greater than 6mm; reported results are considered minimum values. (b) Sample foamed. 7 of 123 FA836952 SGS North America Inc. Sample Results Report of Analysis Orlando, FL Section 3 8 of 123 FA836953 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-4R Lab Sample ID:FA83695-1 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26760.D 1 03/12/21 14:03 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 of 123 FA8369533.1 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-4R Lab Sample ID:FA83695-1 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 10 of 123 FA8369533.1 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-4R Lab Sample ID:FA83695-1 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 101%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 11 of 123 FA8369533.1 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-4R Lab Sample ID:FA83695-1 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74090.D 1 03/08/21 16:47 KB n/a n/a GLL2560 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 247 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 12 of 123 FA8369533.1 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-7 Lab Sample ID:FA83695-2 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26761.D 1 03/12/21 14:26 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 13 of 123 FA8369533.2 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-7 Lab Sample ID:FA83695-2 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 14 of 123 FA8369533.2 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-7 Lab Sample ID:FA83695-2 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 15 of 123 FA8369533.2 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-7 Lab Sample ID:FA83695-2 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74091.D 1 03/08/21 17:00 KB n/a n/a GLL2560 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 241 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.62 1.0 0.43 ug/l I U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 16 of 123 FA8369533.2 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-8R Lab Sample ID:FA83695-3 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26762.D 1 03/12/21 14:49 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 69.6 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 17 of 123 FA8369533.3 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-8R Lab Sample ID:FA83695-3 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 13.6 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 18.9 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 18 of 123 FA8369533.3 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-8R Lab Sample ID:FA83695-3 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 19 of 123 FA8369533.3 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-8R Lab Sample ID:FA83695-3 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74092.D 1 03/08/21 17:12 KB n/a n/a GLL2560 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 662 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 2.2 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 20 of 123 FA8369533.3 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-9 Lab Sample ID:FA83695-4 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 Y56347.D 1 03/16/21 12:20 CV n/a n/a VY2338 Run #2 a 5E26763.D 5 03/12/21 15:12 CV n/a n/a V5E1232 Purge Volume Run #1 5.0 ml Run #2 5.0 ml VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK)2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane b 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropane 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 21 of 123 FA8369533.4 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-9 Lab Sample ID:FA83695-4 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide c 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.88 1.0 0.35 ug/l I 75-69-4 Trichlorofluoromethane c 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 116%98% 83-118% 17060-07-0 1,2-Dichloroethane-D4 116%102% 79-125% 2037-26-5 Toluene-D8 89%102% 85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 22 of 123 FA8369533.4 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-9 Lab Sample ID:FA83695-4 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 96%99% 83-118% (a) Confirmation run. (b) Associated CCV outside control limits high. (c) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 23 of 123 FA8369533.4 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-9 Lab Sample ID:FA83695-4 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74093.D 1 03/08/21 17:24 KB n/a n/a GLL2560 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 471 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 24 of 123 FA8369533.4 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-12R Lab Sample ID:FA83695-5 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26764.D 1 03/12/21 15:35 CV n/a n/a V5E1232 Run #2 a Y56348.D 1 03/16/21 12:47 CV n/a n/a VY2338 Purge Volume Run #1 5.0 ml Run #2 5.0 ml VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone 28.8 b 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) c 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.60 2.0 0.53 ug/l I 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane c 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan c 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 3.2 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 25 of 123 FA8369533.5 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-12R Lab Sample ID:FA83695-5 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.87 1.0 0.30 ug/l I 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 8.0 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 100%113% 83-118% 17060-07-0 1,2-Dichloroethane-D4 104%115% 79-125% 2037-26-5 Toluene-D8 102%86% 85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 26 of 123 FA8369533.5 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-12R Lab Sample ID:FA83695-5 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 101%101% 83-118% (a) Sample vial(s) contained bubbles greater than 6mm; reported results are considered minimum values. (b) Result is from Run# 2 (c) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 27 of 123 FA8369533.5 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-12R Lab Sample ID:FA83695-5 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 a LL74100.D 1 03/09/21 15:14 KB n/a n/a GLL2561 Run #2 a LL74115.D 10 03/09/21 17:44 KB n/a n/a GLL2561 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 38.0 ml 5.0 ml 500 ul 20 Deg. C CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 4060 b 5.0 1.6 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.88 1.0 0.43 ug/l I (a) Sample foamed. (b) Result is from Run# 2 U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 28 of 123 FA8369533.5 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-15 Lab Sample ID:FA83695-6 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26765.D 1 03/12/21 15:59 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 29 of 123 FA8369533.6 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-15 Lab Sample ID:FA83695-6 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 97%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 30 of 123 FA8369533.6 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-15 Lab Sample ID:FA83695-6 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 31 of 123 FA8369533.6 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-15 Lab Sample ID:FA83695-6 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74101.D 1 03/09/21 15:22 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 11.4 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 32 of 123 FA8369533.6 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-22 Lab Sample ID:FA83695-7 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26766.D 1 03/12/21 16:22 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 33 of 123 FA8369533.7 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-22 Lab Sample ID:FA83695-7 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 102%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 34 of 123 FA8369533.7 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-22 Lab Sample ID:FA83695-7 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 35 of 123 FA8369533.7 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-22 Lab Sample ID:FA83695-7 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74102.D 1 03/09/21 15:29 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 216 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 36 of 123 FA8369533.7 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-23 Lab Sample ID:FA83695-8 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26767.D 1 03/12/21 16:45 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 37 of 123 FA8369533.8 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-23 Lab Sample ID:FA83695-8 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 99%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 102%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 38 of 123 FA8369533.8 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-23 Lab Sample ID:FA83695-8 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 39 of 123 FA8369533.8 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-23 Lab Sample ID:FA83695-8 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74103.D 1 03/09/21 15:46 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 153 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 40 of 123 FA8369533.8 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-24 Lab Sample ID:FA83695-9 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26768.D 1 03/12/21 17:08 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 41 of 123 FA8369533.9 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-24 Lab Sample ID:FA83695-9 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 97%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 42 of 123 FA8369533.9 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-24 Lab Sample ID:FA83695-9 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 101%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 43 of 123 FA8369533.9 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-24 Lab Sample ID:FA83695-9 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74129.D 1 03/10/21 16:04 KB n/a n/a GLL2562 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 180 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 44 of 123 FA8369533.9 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-25 Lab Sample ID:FA83695-10 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26772.D 1 03/12/21 18:41 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 39.2 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 45 of 123 FA8369533.10 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-25 Lab Sample ID:FA83695-10 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 29.5 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 21.8 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 98%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 46 of 123 FA8369533.10 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-25 Lab Sample ID:FA83695-10 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 101%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 47 of 123 FA8369533.10 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-25 Lab Sample ID:FA83695-10 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74127.D 1 03/10/21 15:43 KB n/a n/a GLL2562 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 1100 0.50 0.16 ug/l 74-84-0 Ethane 1.5 1.0 0.32 ug/l 74-85-1 Ethene 2.0 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 48 of 123 FA8369533.10 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-26 Lab Sample ID:FA83695-11 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26773.D 1 03/12/21 19:04 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.31 1.0 0.28 ug/l I 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 49 of 123 FA8369533.11 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-26 Lab Sample ID:FA83695-11 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 98%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 50 of 123 FA8369533.11 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-26 Lab Sample ID:FA83695-11 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 51 of 123 FA8369533.11 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-26 Lab Sample ID:FA83695-11 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74128.D 1 03/10/21 15:53 KB n/a n/a GLL2562 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 79.6 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 52 of 123 FA8369533.11 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:MW-27 Lab Sample ID:FA83695-12 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26774.D 1 03/12/21 19:27 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.36 1.0 0.31 ug/l I 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 53 of 123 FA8369533.12 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:MW-27 Lab Sample ID:FA83695-12 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 97%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 54 of 123 FA8369533.12 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:MW-27 Lab Sample ID:FA83695-12 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 55 of 123 FA8369533.12 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-27 Lab Sample ID:FA83695-12 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74108.D 1 03/09/21 16:39 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 676 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 56 of 123 FA8369533.12 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:DW-1 Lab Sample ID:FA83695-13 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26775.D 1 03/12/21 19:50 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 57 of 123 FA8369533.13 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:DW-1 Lab Sample ID:FA83695-13 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 98%83-118% 17060-07-0 1,2-Dichloroethane-D4 104%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 58 of 123 FA8369533.13 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:DW-1 Lab Sample ID:FA83695-13 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 59 of 123 FA8369533.13 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:DW-1 Lab Sample ID:FA83695-13 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74109.D 1 03/09/21 16:52 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 57.5 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 60 of 123 FA8369533.13 SGS North America Inc. Report of Analysis Page 1 of 3 Client Sample ID:DW-2 Lab Sample ID:FA83695-14 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 5E26776.D 1 03/12/21 20:13 CV n/a n/a V5E1232 Run #2 Purge Volume Run #1 5.0 ml Run #2 VOA 8260 List CAS No. Compound Result PQL MDL Units Q 67-64-1 Acetone a 10 U 25 10 ug/l 71-43-2 Benzene 0.31 U 1.0 0.31 ug/l 108-86-1 Bromobenzene 0.37 U 1.0 0.37 ug/l 74-97-5 Bromochloromethane 0.45 U 1.0 0.45 ug/l 75-27-4 Bromodichloromethane 0.24 U 1.0 0.24 ug/l 75-25-2 Bromoform 0.41 U 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK) a 2.0 U 5.0 2.0 ug/l 104-51-8 n-Butylbenzene 0.23 U 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene 0.24 U 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene 0.31 U 1.0 0.31 ug/l 75-15-0 Carbon Disulfide 0.53 U 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride 0.36 U 1.0 0.36 ug/l 108-90-7 Chlorobenzene 0.20 U 1.0 0.20 ug/l 75-00-3 Chloroethane a 0.67 U 2.0 0.67 ug/l 67-66-3 Chloroform 0.30 U 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene 0.22 U 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene 0.31 U 1.0 0.31 ug/l 124-48-1 Dibromochloromethane 0.28 U 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropan a 1.0 U 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane 0.28 U 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane 0.50 U 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene 0.32 U 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene 0.22 U 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene 0.26 U 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane 0.34 U 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane 0.31 U 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene 0.32 U 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene 0.28 U 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene 0.22 U 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane 0.43 U 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane 0.31 U 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane 0.24 U 1.0 0.24 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 61 of 123 FA8369533.14 SGS North America Inc. Report of Analysis Page 2 of 3 Client Sample ID:DW-2 Lab Sample ID:FA83695-14 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Compound Result PQL MDL Units Q 563-58-6 1,1-Dichloropropene 0.34 U 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene 0.29 U 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene 0.21 U 1.0 0.21 ug/l 100-41-4 Ethylbenzene 0.36 U 1.0 0.36 ug/l 87-68-3 Hexachlorobutadiene 0.30 U 2.0 0.30 ug/l 591-78-6 2-Hexanone 2.0 U 10 2.0 ug/l 98-82-8 Isopropylbenzene 0.22 U 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene 0.21 U 1.0 0.21 ug/l 74-83-9 Methyl Bromide 2.0 U 5.0 2.0 ug/l 74-87-3 Methyl Chloride 0.50 U 2.0 0.50 ug/l 74-95-3 Methylene Bromide 0.37 U 2.0 0.37 ug/l 75-09-2 Methylene Chloride 2.0 U 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)1.0 U 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether 0.23 U 1.0 0.23 ug/l 91-20-3 Naphthalene 1.0 U 5.0 1.0 ug/l 103-65-1 n-Propylbenzene 0.29 U 1.0 0.29 ug/l 100-42-5 Styrene 0.22 U 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane 0.28 U 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane 0.30 U 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene 0.22 U 1.0 0.22 ug/l 108-88-3 Toluene 0.30 U 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene 0.61 U 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene 0.50 U 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane 0.25 U 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane 0.47 U 1.0 0.47 ug/l 79-01-6 Trichloroethylene 0.35 U 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane 0.50 U 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane 0.63 U 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene 0.32 U 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene 0.27 U 1.0 0.27 ug/l 108-05-4 Vinyl Acetate 2.0 U 10 2.0 ug/l 75-01-4 Vinyl Chloride 0.41 U 1.0 0.41 ug/l m,p-Xylene 0.47 U 2.0 0.47 ug/l 95-47-6 o-Xylene 0.26 U 1.0 0.26 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 98%83-118% 17060-07-0 1,2-Dichloroethane-D4 103%79-125% 2037-26-5 Toluene-D8 103%85-112% U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 62 of 123 FA8369533.14 SGS North America Inc. Report of Analysis Page 3 of 3 Client Sample ID:DW-2 Lab Sample ID:FA83695-14 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:SW846 8260B Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL VOA 8260 List CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 460-00-4 4-Bromofluorobenzene 100%83-118% (a) Associated CCV outside of control limits high, sample was ND. U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 63 of 123 FA8369533.14 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:DW-2 Lab Sample ID:FA83695-14 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Method:RSKSOP-147/175 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 LL74110.D 1 03/09/21 17:00 KB n/a n/a GLL2561 Run #2 Initial Volume Headspace Volume Volume Injected Temperature Run #1 38.0 ml 5.0 ml 500 ul 20 Deg. C Run #2 CAS No. Compound Result PQL MDL Units Q 74-82-8 Methane 38.8 0.50 0.16 ug/l 74-84-0 Ethane 0.32 U 1.0 0.32 ug/l 74-85-1 Ethene 0.43 U 1.0 0.43 ug/l U = Not detected MDL = Method Detection Limit I = Result >= MDL but < PQL J = Estimated value PQL = Practical Quantitation Limit V = Indicates analyte found in associated method blank L = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 64 of 123 FA8369533.14 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-10 Lab Sample ID:FA83695-15 Date Sampled:03/04/21 Matrix:AQ - Ground Water Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 4.0 I 10 1.3 ug/l 1 03/09/21 03/09/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17526 (2) Prep QC Batch: MP38645 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 65 of 123 FA8369533.15 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-10 Lab Sample ID:FA83695-15F Date Sampled:03/04/21 Matrix:AQ - Groundwater Filtered Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Dissolved Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 4.4 I 10 1.3 ug/l 1 03/10/21 03/10/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17529 (2) Prep QC Batch: MP38649 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 66 of 123 FA8369533.16 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-17 Lab Sample ID:FA83695-16 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 16.1 10 1.3 ug/l 1 03/09/21 03/09/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17526 (2) Prep QC Batch: MP38645 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 67 of 123 FA8369533.17 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-17 Lab Sample ID:FA83695-16F Date Sampled:03/03/21 Matrix:AQ - Groundwater Filtered Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Dissolved Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 17.0 10 1.3 ug/l 1 03/10/21 03/10/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17529 (2) Prep QC Batch: MP38649 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 68 of 123 FA8369533.18 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-18 Lab Sample ID:FA83695-17 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 4.2 I 10 1.3 ug/l 1 03/09/21 03/09/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17526 (2) Prep QC Batch: MP38645 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 69 of 123 FA8369533.19 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-18 Lab Sample ID:FA83695-17F Date Sampled:03/03/21 Matrix:AQ - Groundwater Filtered Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Dissolved Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 4.3 I 10 1.3 ug/l 1 03/10/21 03/10/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17529 (2) Prep QC Batch: MP38649 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 70 of 123 FA8369533.20 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-19 Lab Sample ID:FA83695-18 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 1.3 U 10 1.3 ug/l 1 03/09/21 03/09/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17526 (2) Prep QC Batch: MP38645 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 71 of 123 FA8369533.21 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-19 Lab Sample ID:FA83695-18F Date Sampled:03/03/21 Matrix:AQ - Groundwater Filtered Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Dissolved Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 1.3 U 10 1.3 ug/l 1 03/10/21 03/10/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17529 (2) Prep QC Batch: MP38649 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 72 of 123 FA8369533.22 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-21 Lab Sample ID:FA83695-19 Date Sampled:03/03/21 Matrix:AQ - Ground Water Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 11.9 10 1.3 ug/l 1 03/09/21 03/09/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17526 (2) Prep QC Batch: MP38645 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 73 of 123 FA8369533.23 SGS North America Inc. Report of Analysis Page 1 of 1 Client Sample ID:MW-21 Lab Sample ID:FA83695-19F Date Sampled:03/03/21 Matrix:AQ - Groundwater Filtered Date Received:03/06/21 Percent Solids:n/a Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Dissolved Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Arsenic 12.7 10 1.3 ug/l 1 03/10/21 03/10/21 LM SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA17529 (2) Prep QC Batch: MP38649 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result >= MDL but < PQL 74 of 123 FA8369533.24 SGS North America Inc. Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Chain of Custody Orlando, FL Section 4 75 of 123 FA836954 FA83695: Chain of Custody Page 1 of 3 76 of 123 FA8369544.1 FA83695: Chain of Custody Page 2 of 3 77 of 123 FA8369544.1 Job Number:FA83695 Client:ENVIROTRAC Date / Time Received:3/6/2021 8:00:00 AM Delivery Method:ALSE Project:CITY OF CLEARWATER Airbill #'s: Cooler Information 1. Custody Seals Present 2. Custody Seals Intact 4. Cooler temp verification 3. Temp criteria achieved 5. Cooler media N/A N/A Trip Blank Information 1. Trip Blank present / cooler 2. Trip Blank listed on COC 2. Samples preserved properly Sample Information 1. Sample labels present on bottles 5. Sample recvd within HT 4. Condition of sample 3. Sufficient volume/containers recvd for analysis: Intact Comments CLIENT DID NOT STATE THE N/P METALS BOTTLES ARE FILTERED. SM001Rev. Date 05/24/17 SGS Sample Receipt Summary Cooler Temps (Raw Measured) °C: Cooler Temps (Corrected) °C: Cooler 1: (3.6); Cooler 1: (1.8); 3. Type Of TB Received W or S N/A 6. Dates/Times/IDs on COC match Sample Label 7. VOCs have headspace 8. Bottles received for unspecified tests 9. Compositing instructions clear 10. Voa Soil Kits/Jars received past 48hrs? 11. % Solids Jar received? Misc. Information 25-Gram 5-GramNumber of Encores:Number of 5035 Field Kits:Number of Lab Filtered Metals: Test Strip Lot #s:pH 0-3 230315 pH 10-12 219813A Other: (Specify) Y or N N/A Y or N Therm ID:IR 1; Therm CF:-1.8; # of Coolers:N/A Y or N N/A 12. Residual Chlorine Present? Residual Chlorine Test Strip Lot #: Technician:Reviewer:PETERH Date:Date: 3/6/2021 8:00:00 AM FA83695: Chain of Custody Page 3 of 3 78 of 123 FA8369544.1 SGS North America Inc. MS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Orlando, FL Section 5 79 of 123 FA836955 Method Blank Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-MB 5E26758.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 CAS No. Compound Result RL MDL Units Q 67-64-1 Acetone ND 25 10 ug/l 71-43-2 Benzene ND 1.0 0.31 ug/l 108-86-1 Bromobenzene ND 1.0 0.37 ug/l 74-97-5 Bromochloromethane ND 1.0 0.45 ug/l 75-27-4 Bromodichloromethane ND 1.0 0.24 ug/l 75-25-2 Bromoform ND 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK)ND 5.0 2.0 ug/l 104-51-8 n-Butylbenzene ND 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene ND 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene ND 1.0 0.31 ug/l 75-15-0 Carbon Disulfide ND 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride ND 1.0 0.36 ug/l 108-90-7 Chlorobenzene ND 1.0 0.20 ug/l 75-00-3 Chloroethane ND 2.0 0.67 ug/l 67-66-3 Chloroform ND 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene ND 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene ND 1.0 0.31 ug/l 124-48-1 Dibromochloromethane ND 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropane ND 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane ND 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane ND 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene ND 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene ND 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene ND 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane ND 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane ND 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene ND 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene ND 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene ND 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane ND 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane ND 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane ND 1.0 0.24 ug/l 563-58-6 1,1-Dichloropropene ND 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene ND 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene ND 1.0 0.21 ug/l 100-41-4 Ethylbenzene ND 1.0 0.36 ug/l 80 of 123 FA8369555.1.1 Method Blank Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-MB 5E26758.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 CAS No. Compound Result RL MDL Units Q 87-68-3 Hexachlorobutadiene ND 2.0 0.30 ug/l 591-78-6 2-Hexanone ND 10 2.0 ug/l 98-82-8 Isopropylbenzene ND 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene ND 1.0 0.21 ug/l 74-83-9 Methyl Bromide ND 5.0 2.0 ug/l 74-87-3 Methyl Chloride ND 2.0 0.50 ug/l 74-95-3 Methylene Bromide ND 2.0 0.37 ug/l 75-09-2 Methylene Chloride ND 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)ND 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.23 ug/l 91-20-3 Naphthalene ND 5.0 1.0 ug/l 103-65-1 n-Propylbenzene ND 1.0 0.29 ug/l 100-42-5 Styrene ND 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane ND 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane ND 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene ND 1.0 0.22 ug/l 108-88-3 Toluene ND 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene ND 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene ND 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane ND 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane ND 1.0 0.47 ug/l 79-01-6 Trichloroethylene ND 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane ND 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane ND 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene ND 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene ND 1.0 0.27 ug/l 108-05-4 Vinyl Acetate ND 10 2.0 ug/l 75-01-4 Vinyl Chloride ND 1.0 0.41 ug/l m,p-Xylene ND 2.0 0.47 ug/l 95-47-6 o-Xylene ND 1.0 0.26 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 99% 83-118% 17060-07-0 1,2-Dichloroethane-D4 105% 79-125% 81 of 123 FA8369555.1.1 Method Blank Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-MB 5E26758.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 CAS No. Surrogate Recoveries Limits 2037-26-5 Toluene-D8 102% 85-112% 460-00-4 4-Bromofluorobenzene 100% 83-118% 82 of 123 FA8369555.1.1 Method Blank Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-MB Y56344.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 CAS No. Compound Result RL MDL Units Q 67-64-1 Acetone ND 25 10 ug/l 71-43-2 Benzene ND 1.0 0.31 ug/l 108-86-1 Bromobenzene ND 1.0 0.37 ug/l 74-97-5 Bromochloromethane ND 1.0 0.45 ug/l 75-27-4 Bromodichloromethane ND 1.0 0.24 ug/l 75-25-2 Bromoform ND 1.0 0.41 ug/l 78-93-3 2-Butanone (MEK)ND 5.0 2.0 ug/l 104-51-8 n-Butylbenzene ND 1.0 0.23 ug/l 135-98-8 sec-Butylbenzene ND 1.0 0.24 ug/l 98-06-6 tert-Butylbenzene ND 1.0 0.31 ug/l 75-15-0 Carbon Disulfide ND 2.0 0.53 ug/l 56-23-5 Carbon Tetrachloride ND 1.0 0.36 ug/l 108-90-7 Chlorobenzene ND 1.0 0.20 ug/l 75-00-3 Chloroethane ND 2.0 0.67 ug/l 67-66-3 Chloroform ND 1.0 0.30 ug/l 95-49-8 o-Chlorotoluene ND 1.0 0.22 ug/l 106-43-4 p-Chlorotoluene ND 1.0 0.31 ug/l 124-48-1 Dibromochloromethane ND 1.0 0.28 ug/l 96-12-8 1,2-Dibromo-3-chloropropane ND 5.0 1.0 ug/l 106-93-4 1,2-Dibromoethane ND 2.0 0.28 ug/l 75-71-8 Dichlorodifluoromethane ND 2.0 0.50 ug/l 95-50-1 1,2-Dichlorobenzene ND 1.0 0.32 ug/l 541-73-1 1,3-Dichlorobenzene ND 1.0 0.22 ug/l 106-46-7 1,4-Dichlorobenzene ND 1.0 0.26 ug/l 75-34-3 1,1-Dichloroethane ND 1.0 0.34 ug/l 107-06-2 1,2-Dichloroethane ND 1.0 0.31 ug/l 75-35-4 1,1-Dichloroethylene ND 1.0 0.32 ug/l 156-59-2 cis-1,2-Dichloroethylene ND 1.0 0.28 ug/l 156-60-5 trans-1,2-Dichloroethylene ND 1.0 0.22 ug/l 78-87-5 1,2-Dichloropropane ND 1.0 0.43 ug/l 142-28-9 1,3-Dichloropropane ND 1.0 0.31 ug/l 594-20-7 2,2-Dichloropropane ND 1.0 0.24 ug/l 563-58-6 1,1-Dichloropropene ND 1.0 0.34 ug/l 10061-01-5 cis-1,3-Dichloropropene ND 1.0 0.29 ug/l 10061-02-6 trans-1,3-Dichloropropene ND 1.0 0.21 ug/l 100-41-4 Ethylbenzene ND 1.0 0.36 ug/l 83 of 123 FA8369555.1.2 Method Blank Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-MB Y56344.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 CAS No. Compound Result RL MDL Units Q 87-68-3 Hexachlorobutadiene ND 2.0 0.30 ug/l 591-78-6 2-Hexanone ND 10 2.0 ug/l 98-82-8 Isopropylbenzene ND 1.0 0.22 ug/l 99-87-6 p-Isopropyltoluene ND 1.0 0.21 ug/l 74-83-9 Methyl Bromide ND 5.0 2.0 ug/l 74-87-3 Methyl Chloride ND 2.0 0.50 ug/l 74-95-3 Methylene Bromide ND 2.0 0.37 ug/l 75-09-2 Methylene Chloride ND 5.0 2.0 ug/l 108-10-1 4-Methyl-2-pentanone (MIBK)ND 5.0 1.0 ug/l 1634-04-4 Methyl Tert Butyl Ether ND 1.0 0.23 ug/l 91-20-3 Naphthalene ND 5.0 1.0 ug/l 103-65-1 n-Propylbenzene ND 1.0 0.29 ug/l 100-42-5 Styrene ND 1.0 0.22 ug/l 630-20-6 1,1,1,2-Tetrachloroethane ND 1.0 0.28 ug/l 79-34-5 1,1,2,2-Tetrachloroethane ND 1.0 0.30 ug/l 127-18-4 Tetrachloroethylene ND 1.0 0.22 ug/l 108-88-3 Toluene ND 1.0 0.30 ug/l 87-61-6 1,2,3-Trichlorobenzene ND 2.0 0.61 ug/l 120-82-1 1,2,4-Trichlorobenzene ND 2.0 0.50 ug/l 71-55-6 1,1,1-Trichloroethane ND 1.0 0.25 ug/l 79-00-5 1,1,2-Trichloroethane ND 1.0 0.47 ug/l 79-01-6 Trichloroethylene ND 1.0 0.35 ug/l 75-69-4 Trichlorofluoromethane ND 2.0 0.50 ug/l 96-18-4 1,2,3-Trichloropropane ND 2.0 0.63 ug/l 95-63-6 1,2,4-Trimethylbenzene ND 1.0 0.32 ug/l 108-67-8 1,3,5-Trimethylbenzene ND 1.0 0.27 ug/l 108-05-4 Vinyl Acetate ND 10 2.0 ug/l 75-01-4 Vinyl Chloride ND 1.0 0.41 ug/l m,p-Xylene ND 2.0 0.47 ug/l 95-47-6 o-Xylene ND 1.0 0.26 ug/l CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 111% 83-118% 17060-07-0 1,2-Dichloroethane-D4 112% 79-125% 84 of 123 FA8369555.1.2 Method Blank Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-MB Y56344.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 CAS No. Surrogate Recoveries Limits 2037-26-5 Toluene-D8 90% 85-112% 460-00-4 4-Bromofluorobenzene 99% 83-118% CAS No. Tentatively Identified Compounds R.T. Est. Conc. Units Q 10024-97-2 Nitrous Oxide 2.75 5500 ug/l JN Total TIC, Volatile 5500 ug/l J 85 of 123 FA8369555.1.2 Blank Spike Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-BS 5E26755.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 67-64-1 Acetone 125 175 140 50-147 71-43-2 Benzene 25 27.7 111 81-122 108-86-1 Bromobenzene 25 25.1 100 80-121 74-97-5 Bromochloromethane 25 25.4 102 76-123 75-27-4 Bromodichloromethane 25 27.5 110 79-123 75-25-2 Bromoform 25 24.7 99 66-123 78-93-3 2-Butanone (MEK)125 154 123 56-143 104-51-8 n-Butylbenzene 25 26.9 108 79-126 135-98-8 sec-Butylbenzene 25 27.8 111 83-133 98-06-6 tert-Butylbenzene 25 26.1 104 80-133 75-15-0 Carbon Disulfide 25 26.5 106 66-148 56-23-5 Carbon Tetrachloride 25 28.5 114 76-136 108-90-7 Chlorobenzene 25 25.7 103 82-124 75-00-3 Chloroethane 25 27.2 109 62-144 67-66-3 Chloroform 25 27.5 110 80-124 95-49-8 o-Chlorotoluene 25 26.0 104 81-127 106-43-4 p-Chlorotoluene 25 25.6 102 83-130 124-48-1 Dibromochloromethane 25 24.5 98 78-122 96-12-8 1,2-Dibromo-3-chloropropane 25 26.5 106 64-123 106-93-4 1,2-Dibromoethane 25 25.5 102 75-120 75-71-8 Dichlorodifluoromethane 25 20.2 81 42-167 95-50-1 1,2-Dichlorobenzene 25 25.4 102 82-124 541-73-1 1,3-Dichlorobenzene 25 25.8 103 84-125 106-46-7 1,4-Dichlorobenzene 25 25.5 102 78-120 75-34-3 1,1-Dichloroethane 25 29.4 118 81-122 107-06-2 1,2-Dichloroethane 25 26.5 106 75-125 75-35-4 1,1-Dichloroethylene 25 29.1 116 78-137 156-59-2 cis-1,2-Dichloroethylene 25 28.0 112 78-120 156-60-5 trans-1,2-Dichloroethylene 25 28.5 114 76-127 78-87-5 1,2-Dichloropropane 25 27.0 108 76-124 142-28-9 1,3-Dichloropropane 25 25.2 101 80-118 594-20-7 2,2-Dichloropropane 25 27.4 110 74-139 563-58-6 1,1-Dichloropropene 25 27.2 109 79-131 10061-01-5 cis-1,3-Dichloropropene 25 25.3 101 75-118 10061-02-6 trans-1,3-Dichloropropene 25 26.7 107 80-120 100-41-4 Ethylbenzene 25 26.2 105 81-121 * = Outside of Control Limits. 86 of 123 FA8369555.2.1 Blank Spike Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-BS 5E26755.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 87-68-3 Hexachlorobutadiene 25 26.5 106 75-142 591-78-6 2-Hexanone 125 144 115 61-129 98-82-8 Isopropylbenzene 25 26.9 108 83-132 99-87-6 p-Isopropyltoluene 25 28.0 112 79-130 74-83-9 Methyl Bromide 25 24.8 99 59-143 74-87-3 Methyl Chloride 25 24.1 96 50-159 74-95-3 Methylene Bromide 25 26.7 107 78-119 75-09-2 Methylene Chloride 25 25.7 103 69-135 108-10-1 4-Methyl-2-pentanone (MIBK) 125 146 117 66-122 1634-04-4 Methyl Tert Butyl Ether 25 26.0 104 72-117 91-20-3 Naphthalene 25 26.5 106 63-132 103-65-1 n-Propylbenzene 25 26.2 105 82-133 100-42-5 Styrene 25 24.6 98 78-119 630-20-6 1,1,1,2-Tetrachloroethane 25 26.1 104 77-122 79-34-5 1,1,2,2-Tetrachloroethane 25 27.4 110 72-120 127-18-4 Tetrachloroethylene 25 28.9 116 76-135 108-88-3 Toluene 25 25.5 102 80-120 87-61-6 1,2,3-Trichlorobenzene 25 25.4 102 68-131 120-82-1 1,2,4-Trichlorobenzene 25 25.3 101 73-129 71-55-6 1,1,1-Trichloroethane 25 27.8 111 75-130 79-00-5 1,1,2-Trichloroethane 25 26.5 106 76-119 79-01-6 Trichloroethylene 25 27.2 109 81-126 75-69-4 Trichlorofluoromethane 25 27.2 109 71-156 96-18-4 1,2,3-Trichloropropane 25 26.8 107 77-120 95-63-6 1,2,4-Trimethylbenzene 25 25.7 103 79-120 108-67-8 1,3,5-Trimethylbenzene 25 26.6 106 79-120 108-05-4 Vinyl Acetate 125 117 94 43-154 75-01-4 Vinyl Chloride 25 25.6 102 69-159 m,p-Xylene 50 52.8 106 79-126 95-47-6 o-Xylene 25 26.1 104 80-127 CAS No. Surrogate Recoveries BSP Limits 1868-53-7 Dibromofluoromethane 100% 83-118% 17060-07-0 1,2-Dichloroethane-D4 101% 79-125% * = Outside of Control Limits. 87 of 123 FA8369555.2.1 Blank Spike Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V5E1232-BS 5E26755.D 1 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 CAS No. Surrogate Recoveries BSP Limits 2037-26-5 Toluene-D8 99% 85-112% 460-00-4 4-Bromofluorobenzene 96% 83-118% * = Outside of Control Limits. 88 of 123 FA8369555.2.1 Blank Spike Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-BS Y56342.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 67-64-1 Acetone 125 140 112 50-147 71-43-2 Benzene 25 25.3 101 81-122 108-86-1 Bromobenzene 25 23.9 96 80-121 74-97-5 Bromochloromethane 25 28.8 115 76-123 75-27-4 Bromodichloromethane 25 28.3 113 79-123 75-25-2 Bromoform 25 25.3 101 66-123 78-93-3 2-Butanone (MEK)125 120 96 56-143 104-51-8 n-Butylbenzene 25 23.5 94 79-126 135-98-8 sec-Butylbenzene 25 25.9 104 83-133 98-06-6 tert-Butylbenzene 25 24.3 97 80-133 75-15-0 Carbon Disulfide 25 25.5 102 66-148 56-23-5 Carbon Tetrachloride 25 32.0 128 76-136 108-90-7 Chlorobenzene 25 23.8 95 82-124 75-00-3 Chloroethane 25 30.8 123 62-144 67-66-3 Chloroform 25 27.5 110 80-124 95-49-8 o-Chlorotoluene 25 23.1 92 81-127 106-43-4 p-Chlorotoluene 25 23.0 92 83-130 124-48-1 Dibromochloromethane 25 25.1 100 78-122 96-12-8 1,2-Dibromo-3-chloropropane 25 21.5 86 64-123 106-93-4 1,2-Dibromoethane 25 22.6 90 75-120 75-71-8 Dichlorodifluoromethane 25 25.0 100 42-167 95-50-1 1,2-Dichlorobenzene 25 23.7 95 82-124 541-73-1 1,3-Dichlorobenzene 25 24.2 97 84-125 106-46-7 1,4-Dichlorobenzene 25 23.5 94 78-120 75-34-3 1,1-Dichloroethane 25 27.8 111 81-122 107-06-2 1,2-Dichloroethane 25 26.7 107 75-125 75-35-4 1,1-Dichloroethylene 25 28.1 112 78-137 156-59-2 cis-1,2-Dichloroethylene 25 27.1 108 78-120 156-60-5 trans-1,2-Dichloroethylene 25 26.4 106 76-127 78-87-5 1,2-Dichloropropane 25 24.0 96 76-124 142-28-9 1,3-Dichloropropane 25 21.0 84 80-118 594-20-7 2,2-Dichloropropane 25 28.8 115 74-139 563-58-6 1,1-Dichloropropene 25 27.0 108 79-131 10061-01-5 cis-1,3-Dichloropropene 25 25.1 100 75-118 10061-02-6 trans-1,3-Dichloropropene 25 23.5 94 80-120 100-41-4 Ethylbenzene 25 23.8 95 81-121 * = Outside of Control Limits. 89 of 123 FA8369555.2.2 Blank Spike Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-BS Y56342.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 Spike BSP BSP CAS No. Compound ug/l ug/l % Limits 87-68-3 Hexachlorobutadiene 25 26.3 105 75-142 591-78-6 2-Hexanone 125 107 86 61-129 98-82-8 Isopropylbenzene 25 25.8 103 83-132 99-87-6 p-Isopropyltoluene 25 25.3 101 79-130 74-83-9 Methyl Bromide 25 29.3 117 59-143 74-87-3 Methyl Chloride 25 24.6 98 50-159 74-95-3 Methylene Bromide 25 26.2 105 78-119 75-09-2 Methylene Chloride 25 22.4 90 69-135 108-10-1 4-Methyl-2-pentanone (MIBK) 125 103 82 66-122 1634-04-4 Methyl Tert Butyl Ether 25 24.0 96 72-117 91-20-3 Naphthalene 25 21.5 86 63-132 103-65-1 n-Propylbenzene 25 23.4 94 82-133 100-42-5 Styrene 25 24.0 96 78-119 630-20-6 1,1,1,2-Tetrachloroethane 25 25.7 103 77-122 79-34-5 1,1,2,2-Tetrachloroethane 25 20.6 82 72-120 127-18-4 Tetrachloroethylene 25 27.2 109 76-135 108-88-3 Toluene 25 21.9 88 80-120 87-61-6 1,2,3-Trichlorobenzene 25 24.2 97 68-131 120-82-1 1,2,4-Trichlorobenzene 25 23.8 95 73-129 71-55-6 1,1,1-Trichloroethane 25 30.2 121 75-130 79-00-5 1,1,2-Trichloroethane 25 22.3 89 76-119 79-01-6 Trichloroethylene 25 27.3 109 81-126 75-69-4 Trichlorofluoromethane 25 35.6 142 71-156 96-18-4 1,2,3-Trichloropropane 25 21.8 87 77-120 95-63-6 1,2,4-Trimethylbenzene 25 23.7 95 79-120 108-67-8 1,3,5-Trimethylbenzene 25 24.6 98 79-120 108-05-4 Vinyl Acetate 125 103 82 43-154 75-01-4 Vinyl Chloride 25 29.7 119 69-159 m,p-Xylene 50 48.7 97 79-126 95-47-6 o-Xylene 25 24.2 97 80-127 CAS No. Surrogate Recoveries BSP Limits 1868-53-7 Dibromofluoromethane 108% 83-118% 17060-07-0 1,2-Dichloroethane-D4 105% 79-125% * = Outside of Control Limits. 90 of 123 FA8369555.2.2 Blank Spike Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VY2338-BS Y56342.D 1 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 CAS No. Surrogate Recoveries BSP Limits 2037-26-5 Toluene-D8 90% 85-112% 460-00-4 4-Bromofluorobenzene 98% 83-118% * = Outside of Control Limits. 91 of 123 FA8369555.2.2 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-4MS 5E26769.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4MSD 5E26770.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4 a 5E26763.D 5 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 FA83695-4 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 67-64-1 Acetone 130 U 625 672 108 625 739 118 9 50-147/21 71-43-2 Benzene 5.0 U 125 150 120 125 141 113 6 81-122/14 108-86-1 Bromobenzene 5.0 U 125 134 107 125 127 102 5 80-121/14 74-97-5 Bromochloromethane 5.0 U 125 133 106 125 127 102 5 76-123/14 75-27-4 Bromodichloromethane 5.0 U 125 145 116 125 136 109 6 79-123/19 75-25-2 Bromoform 5.0 U 125 111 89 125 106 85 5 66-123/21 78-93-3 2-Butanone (MEK)25 U 625 706 113 625 733 117 4 56-143/18 104-51-8 n-Butylbenzene 5.0 U 125 142 114 125 136 109 4 79-126/16 135-98-8 sec-Butylbenzene 5.0 U 125 148 118 125 141 113 5 83-133/16 98-06-6 tert-Butylbenzene 5.0 U 125 139 111 125 133 106 4 80-133/16 75-15-0 Carbon Disulfide 10 U 125 111 89 125 103 82 7 66-148/23 56-23-5 Carbon Tetrachloride 5.0 U 125 145 116 125 138 110 5 76-136/23 108-90-7 Chlorobenzene 5.0 U 125 140 112 125 132 106 6 82-124/14 75-00-3 Chloroethane 10 U 125 133 106 125 140 112 5 62-144/20 67-66-3 Chloroform 5.0 U 125 147 118 125 139 111 6 80-124/15 95-49-8 o-Chlorotoluene 5.0 U 125 139 111 125 133 106 4 81-127/15 106-43-4 p-Chlorotoluene 5.0 U 125 137 110 125 130 104 5 83-130/15 124-48-1 Dibromochloromethane 5.0 U 125 120 96 125 115 92 4 78-122/19 96-12-8 1,2-Dibromo-3-chloropropane 25 U 125 126 101 125 128 102 2 64-123/18 106-93-4 1,2-Dibromoethane 10 U 125 134 107 125 129 103 4 75-120/13 75-71-8 Dichlorodifluoromethane 10 U 125 89.1 71 125 99.4 80 11 42-167/19 95-50-1 1,2-Dichlorobenzene 5.0 U 125 135 108 125 129 103 5 82-124/14 541-73-1 1,3-Dichlorobenzene 5.0 U 125 137 110 125 130 104 5 84-125/14 106-46-7 1,4-Dichlorobenzene 5.0 U 125 136 109 125 129 103 5 78-120/15 75-34-3 1,1-Dichloroethane 5.0 U 125 157 126* 125 149 119 5 81-122/15 107-06-2 1,2-Dichloroethane 5.0 U 125 143 114 125 135 108 6 75-125/14 75-35-4 1,1-Dichloroethylene 5.0 U 125 150 120 125 143 114 5 78-137/18 156-59-2 cis-1,2-Dichloroethylene 5.0 U 125 146 117 125 140 112 4 78-120/15 156-60-5 trans-1,2-Dichloroethylene 5.0 U 125 148 118 125 142 114 4 76-127/17 78-87-5 1,2-Dichloropropane 5.0 U 125 146 117 125 139 111 5 76-124/14 142-28-9 1,3-Dichloropropane 5.0 U 125 136 109 125 131 105 4 80-118/13 594-20-7 2,2-Dichloropropane 5.0 U 125 137 110 125 131 105 4 74-139/17 563-58-6 1,1-Dichloropropene 5.0 U 125 143 114 125 136 109 5 79-131/16 10061-01-5 cis-1,3-Dichloropropene 5.0 U 125 120 96 125 112 90 7 75-118/23 10061-02-6 trans-1,3-Dichloropropene 5.0 U 125 129 103 125 122 98 6 80-120/22 100-41-4 Ethylbenzene 5.0 U 125 141 113 125 134 107 5 81-121/14 * = Outside of Control Limits. 92 of 123 FA8369555.3.1 Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-4MS 5E26769.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4MSD 5E26770.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4 a 5E26763.D 5 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 FA83695-4 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 87-68-3 Hexachlorobutadiene 10 U 125 137 110 125 132 106 4 75-142/19 591-78-6 2-Hexanone 50 U 625 710 114 625 718 115 1 61-129/18 98-82-8 Isopropylbenzene 5.0 U 125 143 114 125 135 108 6 83-132/15 99-87-6 p-Isopropyltoluene 5.0 U 125 148 118 125 141 113 5 79-130/16 74-83-9 Methyl Bromide 25 U 125 126 101 125 133 106 5 59-143/19 74-87-3 Methyl Chloride 10 U 125 119 95 125 126 101 6 50-159/19 74-95-3 Methylene Bromide 10 U 125 141 113 125 134 107 5 78-119/14 75-09-2 Methylene Chloride 25 U 125 138 110 125 131 105 5 69-135/16 108-10-1 4-Methyl-2-pentanone (MIBK) 25 U 625 714 114 625 721 115 1 66-122/16 1634-04-4 Methyl Tert Butyl Ether 5.0 U 125 130 104 125 128 102 2 72-117/14 91-20-3 Naphthalene 25 U 125 132 106 125 130 104 2 63-132/25 103-65-1 n-Propylbenzene 5.0 U 125 140 112 125 133 106 5 82-133/15 100-42-5 Styrene 5.0 U 125 132 106 125 125 100 5 78-119/23 630-20-6 1,1,1,2-Tetrachloroethane 5.0 U 125 136 109 125 131 105 4 77-122/19 79-34-5 1,1,2,2-Tetrachloroethane 5.0 U 125 142 114 125 139 111 2 72-120/14 127-18-4 Tetrachloroethylene 5.0 U 125 139 111 125 133 106 4 76-135/16 108-88-3 Toluene 5.0 U 125 136 109 125 131 105 4 80-120/14 87-61-6 1,2,3-Trichlorobenzene 10 U 125 130 104 125 127 102 2 68-131/25 120-82-1 1,2,4-Trichlorobenzene 10 U 125 131 105 125 129 103 2 73-129/20 71-55-6 1,1,1-Trichloroethane 5.0 U 125 146 117 125 138 110 6 75-130/16 79-00-5 1,1,2-Trichloroethane 5.0 U 125 143 114 125 136 109 5 76-119/14 79-01-6 Trichloroethylene 5.0 U 125 148 118 125 138 110 7 81-126/15 75-69-4 Trichlorofluoromethane 10 U 125 131 105 125 139 111 6 71-156/21 96-18-4 1,2,3-Trichloropropane 10 U 125 138 110 125 132 106 4 77-120/16 95-63-6 1,2,4-Trimethylbenzene 5.0 U 125 137 110 125 130 104 5 79-120/18 108-67-8 1,3,5-Trimethylbenzene 5.0 U 125 140 112 125 135 108 4 79-120/19 108-05-4 Vinyl Acetate 50 U 625 597 96 625 604 97 1 43-154/14 75-01-4 Vinyl Chloride 5.0 U 125 121 97 125 129 103 6 69-159/18 m,p-Xylene 10 U 250 286 114 250 272 109 5 79-126/15 95-47-6 o-Xylene 5.0 U 125 139 111 125 133 106 4 80-127/14 CAS No. Surrogate Recoveries MS MSD FA83695-4 Limits 1868-53-7 Dibromofluoromethane 98%98%98% 83-118% 17060-07-0 1,2-Dichloroethane-D4 101%101%102% 79-125% * = Outside of Control Limits. 93 of 123 FA8369555.3.1 Matrix Spike/Matrix Spike Duplicate Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-4MS 5E26769.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4MSD 5E26770.D 5 03/12/21 CV n/a n/a V5E1232 FA83695-4 a 5E26763.D 5 03/12/21 CV n/a n/a V5E1232 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-1, FA83695-2, FA83695-3, FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-9, FA83695-10, FA83695-11, FA83695-12, FA83695-13, FA83695-14 CAS No. Surrogate Recoveries MS MSD FA83695-4 Limits 2037-26-5 Toluene-D8 98%98%102% 85-112% 460-00-4 4-Bromofluorobenzene 95%95%99% 83-118% (a) Confirmation run. * = Outside of Control Limits. 94 of 123 FA8369555.3.1 Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83658-23MS Y56365.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23MSD Y56366.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23 Y56350.D 2.5 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 FA83658-23 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 67-64-1 Acetone 63 U 625 624 100 625 635 102 2 50-147/21 71-43-2 Benzene 198 125 326 102 125 325 102 0 81-122/14 108-86-1 Bromobenzene 2.5 U 125 118 94 125 119 95 1 80-121/14 74-97-5 Bromochloromethane 2.5 U 125 143 114 125 141 113 1 76-123/14 75-27-4 Bromodichloromethane 2.5 U 125 149 119 125 150 120 1 79-123/19 75-25-2 Bromoform 2.5 U 125 125 100 125 127 102 2 66-123/21 78-93-3 2-Butanone (MEK)13 U 625 571 91 625 585 94 2 56-143/18 104-51-8 n-Butylbenzene 1.7 J 125 119 94 125 119 94 0 79-126/16 135-98-8 sec-Butylbenzene 1.1 J 125 127 101 125 127 101 0 83-133/16 98-06-6 tert-Butylbenzene 2.5 U 125 119 95 125 120 96 1 80-133/16 75-15-0 Carbon Disulfide 5.0 U 125 125 100 125 126 101 1 66-148/23 56-23-5 Carbon Tetrachloride 2.5 U 125 166 133 125 163 130 2 76-136/23 108-90-7 Chlorobenzene 2.5 U 125 122 98 125 120 96 2 82-124/14 75-00-3 Chloroethane 5.0 U 125 161 129 125 155 124 4 62-144/20 67-66-3 Chloroform 2.5 U 125 141 113 125 140 112 1 80-124/15 95-49-8 o-Chlorotoluene 2.5 U 125 115 92 125 115 92 0 81-127/15 106-43-4 p-Chlorotoluene 2.5 U 125 112 90 125 115 92 3 83-130/15 124-48-1 Dibromochloromethane 2.5 U 125 124 99 125 126 101 2 78-122/19 96-12-8 1,2-Dibromo-3-chloropropane 13 U 125 112 90 125 116 93 4 64-123/18 106-93-4 1,2-Dibromoethane 5.0 U 125 112 90 125 115 92 3 75-120/13 75-71-8 Dichlorodifluoromethane 5.0 U 125 136 109 125 138 110 1 42-167/19 95-50-1 1,2-Dichlorobenzene 2.5 U 125 120 96 125 122 98 2 82-124/14 541-73-1 1,3-Dichlorobenzene 2.5 U 125 120 96 125 120 96 0 84-125/14 106-46-7 1,4-Dichlorobenzene 2.5 U 125 118 94 125 116 93 2 78-120/15 75-34-3 1,1-Dichloroethane 2.5 U 125 140 112 125 138 110 1 81-122/15 107-06-2 1,2-Dichloroethane 2.5 U 125 139 111 125 137 110 1 75-125/14 75-35-4 1,1-Dichloroethylene 2.5 U 125 136 109 125 137 110 1 78-137/18 156-59-2 cis-1,2-Dichloroethylene 2.5 U 125 135 108 125 137 110 1 78-120/15 156-60-5 trans-1,2-Dichloroethylene 2.5 U 125 128 102 125 129 103 1 76-127/17 78-87-5 1,2-Dichloropropane 2.5 U 125 122 98 125 122 98 0 76-124/14 142-28-9 1,3-Dichloropropane 2.5 U 125 103 82 125 106 85 3 80-118/13 594-20-7 2,2-Dichloropropane 2.5 U 125 143 114 125 143 114 0 74-139/17 563-58-6 1,1-Dichloropropene 2.5 U 125 135 108 125 134 107 1 79-131/16 10061-01-5 cis-1,3-Dichloropropene 2.5 U 125 112 90 125 114 91 2 75-118/23 10061-02-6 trans-1,3-Dichloropropene 2.5 U 125 116 93 125 118 94 2 80-120/22 100-41-4 Ethylbenzene 1.6 J 125 122 96 125 121 96 1 81-121/14 * = Outside of Control Limits. 95 of 123 FA8369555.3.2 Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83658-23MS Y56365.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23MSD Y56366.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23 Y56350.D 2.5 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 FA83658-23 Spike MS MS Spike MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l ug/l % RPD Rec/RPD 87-68-3 Hexachlorobutadiene 5.0 U 125 121 97 125 127 102 5 75-142/19 591-78-6 2-Hexanone 25 U 625 471 75 625 549 88 15 61-129/18 98-82-8 Isopropylbenzene 14.5 125 148 107 125 148 107 0 83-132/15 99-87-6 p-Isopropyltoluene 2.5 U 125 122 98 125 124 99 2 79-130/16 74-83-9 Methyl Bromide 13 U 125 107 86 125 129 103 19 59-143/19 74-87-3 Methyl Chloride 5.0 U 125 127 102 125 120 96 6 50-159/19 74-95-3 Methylene Bromide 5.0 U 125 136 109 125 133 106 2 78-119/14 75-09-2 Methylene Chloride 13 U 125 114 91 125 115 92 1 69-135/16 108-10-1 4-Methyl-2-pentanone (MIBK) 13 U 625 503 80 625 522 84 4 66-122/16 1634-04-4 Methyl Tert Butyl Ether 10.6 125 131 96 125 135 100 3 72-117/14 91-20-3 Naphthalene 33.1 125 149 93 125 150 94 1 63-132/25 103-65-1 n-Propylbenzene 39.2 125 154 92 125 156 93 1 82-133/15 100-42-5 Styrene 2.5 U 125 118 94 125 119 95 1 78-119/23 630-20-6 1,1,1,2-Tetrachloroethane 2.5 U 125 132 106 125 128 102 3 77-122/19 79-34-5 1,1,2,2-Tetrachloroethane 2.5 U 125 103 82 125 106 85 3 72-120/14 127-18-4 Tetrachloroethylene 2.5 U 125 135 108 125 133 106 1 76-135/16 108-88-3 Toluene 1.9 J 125 112 88 125 113 89 1 80-120/14 87-61-6 1,2,3-Trichlorobenzene 5.0 U 125 119 95 125 123 98 3 68-131/25 120-82-1 1,2,4-Trichlorobenzene 5.0 U 125 120 96 125 125 100 4 73-129/20 71-55-6 1,1,1-Trichloroethane 2.5 U 125 158 126 125 154 123 3 75-130/16 79-00-5 1,1,2-Trichloroethane 2.5 U 125 113 90 125 114 91 1 76-119/14 79-01-6 Trichloroethylene 2.5 U 125 143 114 125 141 113 1 81-126/15 75-69-4 Trichlorofluoromethane 5.0 U 125 187 150 125 187 150 0 71-156/21 96-18-4 1,2,3-Trichloropropane 5.0 U 125 112 90 125 112 90 0 77-120/16 95-63-6 1,2,4-Trimethylbenzene 2.5 U 125 118 94 125 119 95 1 79-120/18 108-67-8 1,3,5-Trimethylbenzene 2.9 125 123 96 125 125 98 2 79-120/19 108-05-4 Vinyl Acetate 25 U 625 513 82 625 530 85 3 43-154/14 75-01-4 Vinyl Chloride 2.5 U 125 149 119 125 152 122 2 69-159/18 m,p-Xylene 9.2 250 255 98 250 256 99 0 79-126/15 95-47-6 o-Xylene 1.1 J 125 122 97 125 123 98 1 80-127/14 CAS No. Surrogate Recoveries MS MSD FA83658-23 Limits 1868-53-7 Dibromofluoromethane 109%108%109% 83-118% 17060-07-0 1,2-Dichloroethane-D4 110%108%112% 79-125% * = Outside of Control Limits. 96 of 123 FA8369555.3.2 Matrix Spike/Matrix Spike Duplicate Summary Page 3 of 3 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83658-23MS Y56365.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23MSD Y56366.D 5 03/16/21 CV n/a n/a VY2338 FA83658-23 Y56350.D 2.5 03/16/21 CV n/a n/a VY2338 The QC reported here applies to the following samples:Method: SW846 8260B FA83695-4, FA83695-5 CAS No. Surrogate Recoveries MS MSD FA83658-23 Limits 2037-26-5 Toluene-D8 88%89%90% 85-112% 460-00-4 4-Bromofluorobenzene 94%96%99% 83-118% * = Outside of Control Limits. 97 of 123 FA8369555.3.2 SGS North America Inc. GC Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries Orlando, FL Section 6 98 of 123 FA836956 Method Blank Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2560-MB LL74068.D 1 03/08/21 KB n/a n/a GLL2560 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-1, FA83695-2, FA83695-3, FA83695-4 CAS No. Compound Result RL MDL Units Q 74-82-8 Methane ND 0.50 0.16 ug/l 74-84-0 Ethane ND 1.0 0.32 ug/l 74-85-1 Ethene ND 1.0 0.43 ug/l 99 of 123 FA8369566.1.1 Method Blank Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2561-MB LL74097.D 1 03/09/21 KB n/a n/a GLL2561 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-12, FA83695-13, FA83695-14 CAS No. Compound Result RL MDL Units Q 74-82-8 Methane ND 0.50 0.16 ug/l 74-84-0 Ethane ND 1.0 0.32 ug/l 74-85-1 Ethene ND 1.0 0.43 ug/l 100 of 123 FA8369566.1.2 Method Blank Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2562-MB LL74124.D 1 03/10/21 KB n/a n/a GLL2562 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-9, FA83695-10, FA83695-11 CAS No. Compound Result RL MDL Units Q 74-82-8 Methane ND 0.50 0.16 ug/l 74-84-0 Ethane ND 1.0 0.32 ug/l 74-85-1 Ethene ND 1.0 0.43 ug/l 101 of 123 FA8369566.1.3 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2560-BS LL74069.D 1 03/08/21 KB n/a n/a GLL2560 GLL2560-BSD LL74070.D 1 03/08/21 KB n/a n/a GLL2560 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-1, FA83695-2, FA83695-3, FA83695-4 Spike BSP BSP BSD BSD Limits CAS No. Compound ug/l ug/l % ug/l % RPD Rec/RPD 74-82-8 Methane 108 106 98 111 103 5 62-139/30 74-84-0 Ethane 219 215 98 223 102 4 67-141/30 74-85-1 Ethene 290 293 101 303 104 3 68-141/30 * = Outside of Control Limits. 102 of 123 FA8369566.2.1 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2561-BS LL74098.D 1 03/09/21 KB n/a n/a GLL2561 GLL2561-BSD LL74099.D 1 03/09/21 KB n/a n/a GLL2561 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-12, FA83695-13, FA83695-14 Spike BSP BSP BSD BSD Limits CAS No. Compound ug/l ug/l % ug/l % RPD Rec/RPD 74-82-8 Methane 108 105 97 111 103 6 62-139/30 74-84-0 Ethane 219 213 97 225 103 5 67-141/30 74-85-1 Ethene 290 289 100 304 105 5 68-141/30 * = Outside of Control Limits. 103 of 123 FA8369566.2.2 Blank Spike/Blank Spike Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch GLL2562-BS LL74125.D 1 03/10/21 KB n/a n/a GLL2562 GLL2562-BSD LL74126.D 1 03/10/21 KB n/a n/a GLL2562 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-9, FA83695-10, FA83695-11 Spike BSP BSP BSD BSD Limits CAS No. Compound ug/l ug/l % ug/l % RPD Rec/RPD 74-82-8 Methane 108 109 101 110 102 1 62-139/30 74-84-0 Ethane 219 223 102 224 102 0 67-141/30 74-85-1 Ethene 290 302 104 304 105 1 68-141/30 * = Outside of Control Limits. 104 of 123 FA8369566.2.3 Matrix Spike Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83664-3MS a LL74081.D 1 03/08/21 KB n/a n/a GLL2560 FA83664-3 a LL74075.D 1 03/08/21 KB n/a n/a GLL2560 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-1, FA83695-2, FA83695-3, FA83695-4 FA83664-3 Spike MS MS CAS No. Compound ug/l Q ug/l ug/l % Limits 74-82-8 Methane 22.8 108 145 113 62-139 74-84-0 Ethane ND 219 228 104 67-141 74-85-1 Ethene ND 290 307 106 68-141 (a) Sample foamed.High silt content. * = Outside of Control Limits. 105 of 123 FA8369566.3.1 Matrix Spike Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-6MS LL74113.D 1 03/09/21 KB n/a n/a GLL2561 FA83695-6 LL74101.D 1 03/09/21 KB n/a n/a GLL2561 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-5, FA83695-6, FA83695-7, FA83695-8, FA83695-12, FA83695-13, FA83695-14 FA83695-6 Spike MS MS CAS No. Compound ug/l Q ug/l ug/l % Limits 74-82-8 Methane 11.4 108 140 119 62-139 74-84-0 Ethane 1.0 U 219 269 123 67-141 74-85-1 Ethene 1.0 U 290 362 125 68-141 * = Outside of Control Limits. 106 of 123 FA8369566.3.2 Matrix Spike Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-11MS LL74132.D 1 03/10/21 KB n/a n/a GLL2562 FA83695-11 LL74128.D 1 03/10/21 KB n/a n/a GLL2562 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-9, FA83695-10, FA83695-11 FA83695-11 Spike MS MS CAS No. Compound ug/l Q ug/l ug/l % Limits 74-82-8 Methane 79.6 108 219 129 62-139 74-84-0 Ethane 1.0 U 219 302 138 67-141 74-85-1 Ethene 1.0 U 290 398 137 68-141 * = Outside of Control Limits. 107 of 123 FA8369566.3.3 Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83664-5DUP a LL74085.D 1 03/08/21 KB n/a n/a GLL2560 FA83664-5 a LL74079.D 1 03/08/21 KB n/a n/a GLL2560 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-1, FA83695-2, FA83695-3, FA83695-4 FA83664-5 DUP CAS No. Compound ug/l Q ug/l Q RPD Limits 74-82-8 Methane 849 593 36* b 30 74-84-0 Ethane ND ND nc 30 74-85-1 Ethene ND 0.68 J 200* b 30 (a) Sample foamed. (b) High RPD due to possible sample non-homogeneity. * = Outside of Control Limits. 108 of 123 FA8369566.4.1 Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-8DUP LL74119.D 1 03/09/21 KB n/a n/a GLL2561 FA83695-8 LL74103.D 1 03/09/21 KB n/a n/a GLL2561 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-8 FA83695-8 DUP CAS No. Compound ug/l Q ug/l Q RPD Limits 74-82-8 Methane 153 167 9 30 74-84-0 Ethane 1.0 U ND nc 30 74-85-1 Ethene 1.0 U ND nc 30 * = Outside of Control Limits. 109 of 123 FA8369566.4.2 Duplicate Summary Page 1 of 1 Job Number:FA83695 Account:COCWFL City of Clearwater Project:CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch FA83695-9DUP LL74131.D 1 03/10/21 KB n/a n/a GLL2562 FA83695-9 LL74129.D 1 03/10/21 KB n/a n/a GLL2562 The QC reported here applies to the following samples:Method: RSKSOP-147/175 FA83695-9, FA83695-10, FA83695-11 FA83695-9 DUP CAS No. Compound ug/l Q ug/l Q RPD Limits 74-82-8 Methane 180 162 11 30 74-84-0 Ethane 1.0 U ND nc 30 74-85-1 Ethene 1.0 U ND nc 30 * = Outside of Control Limits. 110 of 123 FA8369566.4.3 SGS North America Inc. Metals Analysis QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Matrix Spike and Duplicate Summaries • Blank Spike and Lab Control Sample Summaries • Serial Dilution Summaries Orlando, FL Section 7 111 of 123 FA836957 BLANK RESULTS SUMMARY Part 2 - Method Blanks Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 MB Metal RL IDL MDL raw final Aluminum 200 14 14 Antimony 6.0 1 1 Arsenic 10 1.3 1.3 -1.6 <10 Barium 200 1 1 Beryllium 4.0 .2 .2 Cadmium 5.0 .2 .2 Calcium 1000 50 50 Chromium 10 1 1 Cobalt 50 .2 .2 Copper 25 1 1 Iron 300 17 17 Lead 5.0 1 1.1 Magnesium 5000 35 35 Manganese 15 .5 1 Molybdenum 50 .3 .3 Nickel 40 .4 .4 Potassium 10000 200 200 Selenium 10 2.4 2.9 Silver 10 .7 .7 Sodium 10000 500 500 Strontium 10 .5 .5 Thallium 10 1.1 1.4 Tin 50 .9 1 Titanium 10 .5 1 Vanadium 50 .5 .6 Zinc 20 3 4.4 Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 112 of 123 FA8369577.1.1 MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 03/09/21 FA83695-15 QC FA83695-15 Spikelot QC Metal Original DUP RPD Limits Original MS MPFLICP2 % Rec Limits Aluminum Antimony Arsenic 4.0 3.4 16.2 0-20 4.0 1970 2000 98.3 80-120 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 113 of 123 FA8369577.1.2 MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 FA83695-15 Spikelot MSD QC Metal Original MSD MPFLICP2 % Rec RPD Limit Aluminum Antimony Arsenic 4.0 1970 2000 98.3 0.0 20 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 2 114 of 123 FA8369577.1.2 SPIKE BLANK AND LAB CONTROL SAMPLE SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 BSP Spikelot QC Metal Result MPFLICP2 % Rec Limits Aluminum Antimony Arsenic 1960 2000 98.0 80-120 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 115 of 123 FA8369577.1.3 SERIAL DILUTION RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 FA83695-15 QC Metal Original SDL 1:5 %DIF Limits Aluminum Antimony Arsenic 4.00 0.00 100.0(a) 0-10 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested (a) Percent difference acceptable due to low initial sample concentration (< 50 times IDL). _________________________________________________________________________________________________________ Page 1 116 of 123 FA8369577.1.4 POST DIGESTATE SPIKE SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38645 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/09/21 Sample Final FA83695-15 PS Spike Spike Spike QC Metal ml ml Raw Corr.** ug/l ml ug/ml ug/l % Rec Limits Aluminum Antimony Arsenic 9.8 10 4 3.92 96.5 0.2 5 100 92.6 80-120 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38645: FA83695-15, FA83695-16, FA83695-17, FA83695-18, FA83695-19 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (**) Corr. sample result = Raw * (sample volume / final volume) (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 117 of 123 FA8369577.1.5 BLANK RESULTS SUMMARY Part 2 - Method Blanks Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 03/10/21 MB MB Metal RL IDL MDL raw final raw final Aluminum 200 14 14 Antimony 6.0 1 1 Arsenic 10 1.3 1.3 -1.3 <10 -0.40 <10 Barium 200 1 1 Beryllium 4.0 .2 .2 Cadmium 5.0 .2 .2 Calcium 1000 50 50 Chromium 10 1 1 Cobalt 50 .2 .2 Copper 25 1 1 Iron 300 17 17 Lead 5.0 1 1.1 Magnesium 5000 35 35 Manganese 15 .5 1 Molybdenum 50 .3 .3 Nickel 40 .4 .4 Potassium 10000 200 200 Selenium 10 2.4 2.9 Silver 10 .7 .7 Sodium 10000 500 500 Strontium 10 .5 .5 Thallium 10 1.1 1.4 Tin 50 .9 1 Titanium 10 .5 1 Vanadium 50 .5 .6 Zinc 20 3 4.4 Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 118 of 123 FA8369577.2.1 MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 03/10/21 FA83731-1 QC FA83731-1 Spikelot QC Metal Original DUP RPD Limits Original MS MPFLICP2 % Rec Limits Aluminum anr Antimony Arsenic 2.6 2.6 0.0 0-20 2.6 2000 2000 99.9 80-120 Barium Beryllium Cadmium Calcium anr Chromium Cobalt Copper anr Iron anr Lead anr Magnesium anr Manganese anr Molybdenum Nickel Potassium anr Selenium Silver Sodium anr Strontium Thallium Tin Titanium Vanadium Zinc anr Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 119 of 123 FA8369577.2.2 MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 FA83731-1 Spikelot MSD QC Metal Original MSD MPFLICP2 % Rec RPD Limit Aluminum anr Antimony Arsenic 2.6 2000 2000 99.9 0.0 20 Barium Beryllium Cadmium Calcium anr Chromium Cobalt Copper anr Iron anr Lead anr Magnesium anr Manganese anr Molybdenum Nickel Potassium anr Selenium Silver Sodium anr Strontium Thallium Tin Titanium Vanadium Zinc anr Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 2 120 of 123 FA8369577.2.2 SPIKE BLANK AND LAB CONTROL SAMPLE SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 BSP Spikelot QC Metal Result MPFLICP2 % Rec Limits Aluminum anr Antimony Arsenic 1970 2000 98.5 80-120 Barium Beryllium Cadmium Calcium anr Chromium Cobalt Copper anr Iron anr Lead anr Magnesium anr Manganese anr Molybdenum Nickel Potassium anr Selenium Silver Sodium anr Strontium Thallium Tin Titanium Vanadium Zinc anr Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 121 of 123 FA8369577.2.3 SERIAL DILUTION RESULTS SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 FA83731-1 QC Metal Original SDL 1:5 %DIF Limits Aluminum anr Antimony Arsenic 2.60 0.00 100.0(a) 0-10 Barium Beryllium Cadmium Calcium anr Chromium Cobalt Copper anr Iron anr Lead anr Magnesium anr Manganese anr Molybdenum Nickel Potassium anr Selenium Silver Sodium anr Strontium Thallium Tin Titanium Vanadium Zinc anr Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested (a) Percent difference acceptable due to low initial sample concentration (< 50 times IDL). _________________________________________________________________________________________________________ Page 1 122 of 123 FA8369577.2.4 POST DIGESTATE SPIKE SUMMARY Login Number: FA83695 Account: COCWFL - City of Clearwater Project: CarPro Post Active Remediation Monitoring; 1359 Cleveland St, Clearwater, FL QC Batch ID: MP38649 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 03/10/21 Sample Final FA83731-1 PS Spike Spike Spike QC Metal ml ml Raw Corr.** ug/l ml ug/ml ug/l % Rec Limits Aluminum Antimony Arsenic 9.8 10 2.6 2.548 101 0.2 5 100 98.5 80-120 Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Associated samples MP38649: FA83695-15F, FA83695-16F, FA83695-17F, FA83695-18F, FA83695-19F Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (**) Corr. sample result = Raw * (sample volume / final volume) (anr) Analyte not requested _________________________________________________________________________________________________________ Page 1 123 of 123 FA8369577.2.5