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22-9957 Agreement with STRK Properties LLC
Sponsored by: City Manager RESOLUTION NO. 22-9957 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, AUTHORIZING EXECUTION OF AN AGREEMENT WITH STRK PROPERTIES LLC.; ACCEPTING POTABLE WATER, AND WASTEWATER FACILITIES; PROVIDING FOR ADOPTION OF RECITALS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Developer, STRK PROPERTIES LLC. ("Developer"), owns certain property in City of Opa-Locka, Florida ("Property"), as described in Exhibit "A", to be developed as Warehouse and Office Complex -Natural Vitamins Laboratories ("Project"); and WHEREAS, Developer has requested that the City of Opa-locka ("City") accept potable water, and wastewater facilities constructed by Developer on the Property in order to provide potable water, and wastewater to the Property, for ownership, operation and maintenance in accordance with City standard details and requirements, including the provision of telemetry; and WHEREAS, the construction of the water and wastewater facility shall be in accordance with plans, specs and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and the City's authorized representatives. Said potable water and wastewater systems shall be connected to City existing systems at the points specified by the City's representative and as agreed by both parties; and WHEREAS, the City desires to enter in an agreement with Developer, attached hereto as Exhibit "B", to accept such facilities upon completion, with the standards and requirements of the City as outlined in all City policies and procedures, including but not limited to the City of Opa-locka Water and Wastewater Service Extension Policy, as amended; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA LOCKA, FLORIDA: Section 1. RECITALS ADOPTED. The recitals to the preamble herein are incorporated by reference. Section 2. AUTHORIZATION The City Commission of the City of Opa-Locka hereby authorizes the City Manager to enter into an agreement with STRK PROPERTIES LLC., attached hereto as Exhibit Resolution No. 22-9957 "B", to accept potable water, and wastewater facilities constructed by Developer on the Property, as described in Exhibit "A". SECTION 3. SCRIVENER'S ERRORS. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, or the City Manager's designee, without need of public hearing, by filing a corrected copy of same with the City Clerk. Section 4. EFFECTIVE DATE. This Resolution shall be effective immediately upon adoption hereof and approval by the Governor of the State of Florida or Governor's designee. PASSED and ADOPTED this 26th day of January, 2022. Veronica J. W. i ms, Mayor 11 EST: W . nna Flores, City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Bur a. • e Nor is -Weeks, P.A. City Attorney Moved by: Vice Mayor Taylor Seconded by: Commissioner Dominguez 2 Resolution No. 22-9957 VOTE: 5-0 Commissioner Bass YES Commissioner Davis YES Commissioner Dominguez _YES Vice Mayor Taylor YES Mayor Williams YES 3 City of Opa-Locka Agenda Cover Memo Department Director: Airia Austin Department Director Signature: 6311, , ' City Manager: John E. Pate CM Signature: Other Commission Meeting Date: 01/26/2022 Item Type: (EnterX in box) Resolution Or n. X Fiscal Impact: (Enter xm box) Yes No Ordinance Reading. (Enter X in box) 10 Reading 2" Reading X Public Hearing: (Enter X in box) Yes No Yes No X X Funding Source: Account#: (Enter Fund & Dept) Ex: Advertising Requirement: (EnterX in box) Yes No x Contract/P.O. Required: (Enter X in box) Yes No RFP/RFQ/Bid#: N/A X Strategic Plan Related (Enter X in box) Yes No Strategic Plan Priority Area: Enhance Organizational m Bus. & Economic Dev Public Safety No Quality of Education .. Qual. of Life & City Image N Communcation N Strategic Plan Obj./Strategy: (list the. specific objective/strategythis item will address) X Sponsor Name City Manage! Department: City Manager Short Title: STRK Properties LLC (Developer) Utility Infrastructure Conveyance and Service Agreement for the Warehouse and Office Complex -Natural Vitamins Laboratories Staff Summary: A resolution from the City Commission of the City of Opa-locka, Florida requesting approval for the City Manager to enter into an Agreement with STRK PROPERTIES LLC (Developer) to accept potable water, and wastewater facilities that were constructed in 2021 developed as the WAREHOUSE AND OFFICE COMPLEX - NATURAL VITAMINS LABORATORIES for provision of potable waste and wastewater to the property for ownership, operation and maintenance in accordance with City standard details and requirements, including the provision of telemetry. Warehouse And Office Complex -Natural Vitamins Laboratories Conveyance and Service Agreement Page t Staff Summary Continue: City of Opa-locka agrees to accept such facility of same to requirements of the City as outlined in all City policies and procedures including but not limited to the City Water and Wastewater Service Extension Policy as amended. Construction of water and wastewater facility shall be in accordance with plans, specs and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and the City's authorized representatives. Said potable water and wastewater systems shall be connected to City existing systems at the points specified by the City's representative and as agreed by both parties. Financial Impact - None Proposed Action: Staff recommends approval of this resolution. Attachment: 1. Agenda 2. Utility Infrastructure Conveyance and Service Agreement 3. Miami -Dade County Fire Rescue Department Fire Engineering & Water Supply Services Fire Flow Report 4. Exhibit "A": Legal Description and Small Scale Graphic Depiction 5. Exhibit "B": Utilities Conveyance Checklist 6. Warranty/Absolute Bill of Sale/Final Waiver & Release of Lien (Developer) 7. Sewer As -Built Plans 8. Water As -Built Plans 9. Testing/Certifications 10. Sketch & Legal Description - Water & Sewer Easements 11. Terracom Consultants Inc Special Inspection Services Warehouse And Office Complex -Natural Vitamins Laboratories Conveyance and Service Agreement Page 2 EXHIB➢'I' "A" LEGAL DESCRIPTION 29 52 41 4.628 AC M/L N480FT OF W420FT OF SW 1/4 OF NE1/4 OF NWI/4 FA U 08 2129 000 01 10 OR 12003-1903 1983 3 45 UTILITY INFRASTRUCTURE CONVEYANCE AND SERVICE AGREEMENT THIS AGREEMENT made and entered into this day of by and between the Florida Governmental Utility Authority, a legal entity and public body created by Interlocal agreement pursuant to section 163.01(7), Florida Statutes the "CITY OF OPA-LOCKA", and SKRT PROPERTIES LLC (hereinafter referred to as "Developer"). RECITALS WHEREAS, Developer owns certain property in City of Opa-Locka, Florida as shown and described in Exhibit "A" attached hereto and made a part hereof (hereinafter referred to as the "Property"), to be developed as Warehouse and Office Complex -Natural Vitamins Laboratories (hereinafter referred to as the "Project"); and WHEREAS, Developer has requested The City of Opa-locka to accept POTABLE WATER, AND WASTEWATER facilities to be constructed by Developer on the Property, in order to provide POTABLE WATER, AND WASTEWATERATER to the Property, for ownership, operation and maintenance; and WHEREAS, the City of Opa-locka has agreed to accept such facilities upon completion of same to the standards and requirements of The City of Opa-locka as outlined in all City of Opa-locka policies and procedures, including but not limited to the City of Opa-locka Water and Wastewater Service Extension Policy, as amended; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration exchanged amongst the parties, the parties hereto covenant and agree that the above recitals are true and correct and further covenant and agree, each with the other as follows: ARTICLE I The Developer as a party to this Agreement hereby covenants and agrees as follows: 1. To construct all lift stations and other pumping facilities in accordance with City of Opa- locka standard details, including the provision of telemetry. 2. To construct in accordance with all City of Opa-locka policies all the necessary POTABLE WATER, AND WASTEWATER facilities within the Property necessary to provide POTABLE WATER, AND WASTEWATER services to the Property. 3. That the construction of the POTABLE WATER, AND WASTEWATER facilities shall be in accordance with plans, specifications and engineering data prepared by a Florida registered professional engineer and approved by all appropriate regulatory agencies and The City of Opa-locka authorized representatives. Said POTABLE WATER, AND WASTEWATER systems shall be connected to the City of Opa-locka existing systems at the points as specified by the City of Opa-locka authorized representatives and as agreed by both parties. Any deviation from the approved plans and specifications shall require the prior approval in writing of the City of Opa-locks Director of Public Works & Utilities or his authorized representative. 1 4. To retain the services of a Florida registered professional engineer for the purpose of providing necessary inspection and supervision of the construction work to insure that construction is at all times in compliance with accepted sanitary engineering practices and approved plans and specifications. 5. To provide shop drawings and catalog information of the materials and equipment to be installed for City of Opa-locka approval. No construction shall commence until the shop drawings, plans and specifications are approved in writing by the City of Opa-locks Director of Public Works & Utilities or his authorized representative. 6. A preconstruction meeting with the City of 0pa-locka Director of Public Works & Utilities or his authorized representative, Developer, or Developer's engineer and contractor shall be held prior to construction commencement. 7. To grant the City of Opa-locka representatives free access to the materials and the work site at all times for the purpose of inspecting same. 8. To notify the CITY OF OPA-LOCKA before any construction is begun and at the time when inspections will be required. Said notification shall be made in writing and shall be received by CITY OF OPA-LOCKA at least forty-eight (48) hours in advance of the time construction will begin or inspections required. 9. At the time when periodic inspections are required, the CITY OF OPA-LOCKA's authorized representative, together with Developer's engineer, will be present to observe and jointly witness tests for determination of conformance to approve plans and specifications. 10. Developer, during the warranty period, shall promptly correct defective work upon notification by the CITY OF OPA-LOCKA. Should Developer fail to do so within seven (7) days after written notice, CITY OF OPA-LOCKA may correct and remedy any such deficiency. All direct and indirect costs of the CITY OF OPA-LOCKA shall be charged to the Developer. 11. Developer's obligation to perform and complete the work in accordance with this Agreement shall be absolute. Neither any act of acceptance by the CITY OF OPA-LOCKA nor any failure to do so will constitute a release nor waiver of Developer's obligation to comply with all requirements set forth in this Agreement. 12. The CITY OF OPA-LOCKA shall not be required to provide POTABLE WATER, AND WASTEWATER service, except for construction water, to any area encompassed under this Agreement unless utility installation in that area has been completed, tested, certified, approved and accepted by the CITY OF OPA-LOCKA, and Developer has provided as -built drawings and related documentation. Should construction water be required, Developer shall pay at the current rate charged to commercial customers in the service area. All construction water shall be metered. 2 13. To indemnify and hold harmless the CITY OF OPA-LOCKA from any and all liabilities incurred by the construction and development of the POTABLE WATER, AND WASTEWATER system(s) to service the Project including all contractors and subcontractors. 14. To pay all CITY OF OPA-LOCKA Capacity Impact Fees, physical connection charges and all other CITY OF OPA-LOCKA fees and charges, after the computation of credits, if any, as provided in CITY OF OPA-LOCKA resolutions, policies and procedures. 15. To fully remedy and correct at Developer's sole expense any title defects affecting the CITY OF OPA-LOCKA's rights, incorrect easements, faulty legal descriptions or other such problems. ARTICLE II Upon completion, approval and acceptance of the work required to be done, Developer shall without cost to the CITY OF OPA-LOCKA: 1. Convey to the CITY OF OPA-LOCKA and its successors and assigns by good and sufficient Warranty Deed for all pumping facilities or other utility facilities for which the CITY OF OPA- LOCKA requests a fee conveyance and by a good and sufficient Utility Easement for all other facilities. Said easement shall grant the CITY OF OPA-LOCKA a perpetual right, easement and privilege to own, operate, maintain, repair and replace POTABLE WATER, AND WASTEWATER mains, connections, pumps and meters within granted easements. Developer shall also secure from each mortgagee and lienor a release or subordination of mortgagee's and lienor's interest in the deed or easement and fixturesthereon . 2. Transfer in fee simple to the CITY OF OPA-LOCKA by Bill of Sale all Developer's right, title and interest in and to all of the POTABLE WATER, AND WASTEWATER facilities, mains, pumps, connection, pipes, valves, meters and equipment installed within granted easements and rights -of - way as provided for in the plans and specifications to be prepared pursuant to the preceding Paragraph (1) above for the purpose of supplying POTABLE WATER, AND WASTEWATER service within the Property. The Bill of Sale shall include the contractor's certifications stating the cost of the installations due under this Agreement. 3. Furnish the CITY OF OPA-LOCKA with an Attorney's Affidavit confirming Developer's ability to convey the items outlined in the previous two paragraphs. 4. Furnish the CITY OF OPA-LOCKA with an Owner's Affidavit confirming that all persons, firms or corporations who furnished labor or material used directly or indirectly in the prosecution of the work required to be performed by this Agreement have been paid in full. 5. Furnish the CITY OF OPA-LOCKA with Releases of Lien from all contractors and suppliers of materials and/or labor who might have acquired an interest in the installations by the supplying of materials and/or labor or otherwise. 6. Furnish the CITY OF OPA-LOCKA with an Owner's Waiver and Release releasing all liens which Developer might have on the works/installations. 7. Furnish the CITY OF OPA-LOCKA with all manufacturers' warranties which Developer might have received or is due to receive on any part of the installations. 3 8. Furnish the CITY OF OPA-LOCKA with a satisfactory Contractor's Letter of Warranty, letter of credit or security bond guaranteeing installation pursuant to this Agreement against defects in material, equipment or construction for a period of not less than one (1) year from date of acceptance of same by CITY OF OPA-LOCKA. 9. Furnish all other items outlined in the Developer Utilities Conveyance Checklist as subsequently determined to be required by CITY OF OPA-LOCKA staff after review of the Project Plans. A copy of the Developer Utilities Conveyance Checklist is attached hereto as Exhibit "B." 10. In the event that on -site POTABLE WATER, AND WASTEWATER facilities are connected to the CITY OF OPA-LOCKA system(s) absent the conveyances mentioned herein, the Developer's requirement to convey said facilities to the CITY OF OPA-LOCKA shall not be waived and shall run with the land. In such event, the CITY OF OPA-LOCKA may thereafter, at any time, request conveyance of such facilities and the Developer or subsequent owner in interest shall promptly comply with said request in the manner prescribed herein. In the event the Developer or subsequent owner in interest is unwilling or unable to convey the facilities for any reason whatsoever, the CITY OF OPA-LOCKA shall have the immediate right to terminate this Agreement and services to be provided by the CITY OF OPA- LOCKA pursuant to this Agreement, without fault or breach. Notwithstanding the foregoing, the CITY OF OPA-LOCKA shall not be obligated to make any connection until the CITY OF OPA-LOCKA has received all items required as outlined on the Developer Conveyance Checklist, including but not limited to the Engineer's Certification of Construction Completion indicating that all construction has been performed in substantial conformance with the approved engineering plans and that all tests required by the Engineer and the CITY OF OPA-LOCKA have been satisfactorily performed. 11. All documents defined in this Article shall be in such form as approved by CITY OF OPA-LOCKA. ARTICLE III The CITY OF OPA-LOCKA and Developer hereby covenant and agree as follows: 1. The provisions of this Agreement shall be binding upon and inure to the benefit of successors and assigns in title to the Property. 2. Developer, its successors and assigns, and the owners and occupants of buildings on the Property are hereby prohibited from installing or maintaining any water supply wells or septic systems, except for irrigation purposes. 3. The CITY OF OPA-LOCKA shall not be liable or responsible for maintenance or operation of any pipes, pipelines, valves fixtures or equipment on any of the properties of the customers, consumers or users on the Property other than the POTABLE WATER, AND WASTEWATER within easements granted to the CITY OF OPA-LOCKA in accordance with the CITY OF OPA-LOCKA's policies and procedures. 4. Each customer of POTABLE WATER, AND WASTEWATER on the Property shall keep all pipes, service lines, connections and necessary fixtures and equipment on the premises occupied by said customer and within the interior lines of the lot or tract occupied by the customer in good order and condition. The sale of water to the customer shall occur at the customer's side of the meter. 4 5. Any temporary cessation or interruption of the furnishing of POTABLE WATER, AND WASTEWATER to the Property at any time caused by an act of God, fires, strikes, casualties, accidents, power failures, necessary maintenance work, breakdowns, damage to equipment or mains, civil or military authority, riots or other cause beyond the control of the CITY OF OPA-LOCKA shall not constitute a breach of the provisions contained herein or impose liability upon the CITY OF OPA-LOCKA by Developer, its successors and assigns. 6. This Agreement shall be recorded by the CITY OF OPA-LOCKA among the public records of Miami -Dade County, Florida after approval by the CITY OF OPA-LOCKA's Board of Commissioners. When so recorded, owners and occupants of the Property connected to or to be connected to said POTABLE WATER, AND WASTEWATER systems of the CITY OF OPA-LOCKA shall be on notice of each and every one of the provisions of this Agreement, which shall have the same force and effect as if said owners and occupants had joined with the parties to the Agreement in the execution hereof; and the acquisition or occupancy of any part of the Property connected to or to be connected to said POTABLE WATER, AND WASTEWATER systems of the CITY OF OPA-LOCKA shall be deemed conclusive evidence of the fact that the owners and occupants have consented to and accepted the Agreement herein contained and have become bound hereby. 7. Whenever either party desires to give notice unto the other, it must be given by written notice, sent by certified United States mail with return receipt requested, or other mail courier service, addressed to the party for whom it is intended, at the place specified as the place for giving of notice; the place for giving of notice shall remain in such until it shall have been changed by written notice in compliance with the provisions of this paragraph. For the present, the parties designate the following as the respective places for the giving of notice, to wit: FOR THE CITY OF OPA-LOCKA: City of Opa-locka Director of Public Works & Utilities 780 Fisherman Street Opa-Iocka, Florida 33054 With a copy to: Law Offices of Burnadette Norris -Weeks, P.A. City Attorney City of Opa Locka 780 Fisherman Street Opa-Locka, Florida 33054 - And - 401 North Avenue of the Arts Ft. Lauderdale, FL 33311 FOR DEVELOPER: Karan Arora STRK Properties LLC Warehouse and Office Complex -Natural Vitamins Laboratories 12845 NW 45TH AVE, OPA LOCKA, FL, 33054, Florida Notice so addressed and sent by certified mail with return receipt requested or other mail service shall be deemed given when it is deposited with the mailing service unless otherwise provided herein. 5 8. The parties hereto agree that an executed copy of this Agreement and Exhibits attached hereto shall be recorded in the Public Records of Miami -Dade County, Florida, with all recordation expenses, including the CITY OF OPA-LOCKA's costs for recording, to be paid by Developer. 9. That the execution of this Agreement by the CITY OF OPA-LOCKA shall not be construed as a precedent for the acceptance by the CITY OF OPA-LOCKA of other potable water, reclaimed water and/or wastewater facilities constructed or to be constructed by Developer or others, on other properties. 10. No substance other than Domestic Wastewater, as such term is defined by the Florida Department of Environmental Protection, or a successor agency with jurisdiction over same (the "FDEP"), shall be placed into the wastewater system and delivered to a CITY OF OPA-LOCKA line. Should any discharge to the wastewater system not meet Domestic Wastewater criteria as set forth by the FDEP, Developer, or any subsequent owner in interest, shall become subject to the CITY OF OPA-LOCKA Industrial Pretreatment Standards as said standards exist at that time, and a separate agreement shall be required for the CITY OF OPA-LOCKA to provide such service. 11. This Agreement is intended to supplement the policies and procedures of the CITY OF OPA-LOCKA. This Agreement is not intended to replace any provisions of or relieve Developer of the obligation to comply fully with, all policies and procedures of the CITY OF OPA-LOCKA. To the extent that any direct conflict arises between the terms of this Agreement and the term of any CITY OF OPA- LOCKA resolution or other CITY OF OPA-LOCKA policies and procedures, the other CITY OF OPA-LOCKA policies and procedures shall control over the terms of this Agreement. (REMAINDER OF PAGE LEFT INTENTIONALLY BLANK) 6 IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed on the day and year first hereinabove written. Florida Governmental: Utility Authority CITY OF OPA-LOCKA ATTEST: BY: City Clerk City Manager APPROVED AS TO FORM AND LEGAL SUFFICIENCY BY: CITY OF OPA-LOCKA ATTORNEY 7 Signed, sealed and delivered DEVELOPER: STRK Properties LLC in the presence of: Witness Karan Arora, Manager Print Name Witness Print Name State of County of The foregoing instrument was acknowledged before me this day of by as for on behalf of the Developer. He/she is personally known to me or has produced as identification. Name typed: Notary Public Commission My Commission Expires: 8 Exhibit "A" Provide Legal Description and Small -Scale Graphic Depiction. 9 Exhibit B Utilities Conveyance Checklist 10 MIAMI-DADE COUNTY FIRE RESCUE DEPARTMENT FIRE ENGINEERING & WATER SUPPLY SERVICES FIRE FLOW REPORT DATE: 05/22/2019 LOCATION• 'D NUMBER: X2019139297 NW 133rd St & NW 43rd Ave FEE: 282.00 STATIC PRESSURE: 56 PSIG PITOT 1: 16 (1) 2.5 IN. PSIG RESIDUAL PRESSURF• 49 PSIG PITOT 2: 17 (2) 2.5 IN PSIG PITOT 3: (1) 4.5 IN PSIG HYDRANT FLOW: 1210.342738217031422 AVAILABLE FLOW @ 20 PSIG: TIME OF TEST: TEST BY: STATION: PURPOSE: 2931 Cameron SPRINKLER STATIC: SPRINKLER RESIDUAL: SPRINKLER FLOW: 51 44 1135 COMMENTS: Waddie Ruin -7 .I.0 SIGNITURE ATTORNEY'S AFFIDAVIT STATE OF Florida COUN'T'Y OF Miami -Dade BEFORE ME. the undersigned authority, on this personally appeared Ricardo Ruz sworn upon oath, deposes and states: 29th day of September , 2021, who is to me well known. and having been 1. My name is Ricardo Ruz . I am over the age of twenty-one (21) years, am otherwise .cur fulls. and have personal knowledge of the facts asserted herein. 2. 1 am a licensed attorney, Florida Bar # 42090 , authorized to practice law in Florida and am currently practicing law in the State of Florida. My business address is 7355 SW 87th Avenue, Suite 200, Miami. FL 33173 . My business telephone number is 305-921-9326 . My business mailing address is 7355 SW 87th Avenue, Suite 200, Miami, FL 33173 3. This Affidavit is given as an inducement to the City Commission of the City of Opa-locka. Florida, as the governing body of City of Opa-locka, to accept the dedication or conveyance of all of the Potable Water, And Wastewater for sewer service facilities, mains. pumps, connection, pipes, valves, meters ancl equipment installed within granted easements and rights -of -way thereof located within or upon the real property described in the attached Exhibit "A", which is incorporated herein by reference, said land being located in Miami -Dade County. Florida. 4. The Affiant has examined record title information to the underlying real property and the utility facilities being conveyed to the City referenced in this affidavit, including but not limited to, information requested from the Florida Secretary of State relative to any Uniform Commercial Code financing statements. 5. The record owner of the underlying real property described herein is STRK Properties LLC (full legal name of owner as it appears in title information; if owner is an entity, make reference to the laws of the state or jurisdiction under which entity -was created and presently operates] (hereinafter "Owner"). The Owner acquired record title to the subject real property by instrument recorded at Official Records Book 41 2. UCC-I, recorded at O.R. Book . Page , Public Records of Miami -Dade County. [INSTRUCTION: The Affiant must list each mortgage, assignment of rents and profits, UCC- 1(s) or other security instrument that impress a security interest that could negatively affect conveyance of good title to the utility system(s) or portion(s) thereof and/or easement(s), if any, being conveyed to the City. 1f marketable title to the utility system(s) or portion(s) thereof and/or any easement(s) being conveyed is encumbered by any such recorded instrument, the Affiant shall describe the respective security instrument, including the book and first page where the security instrument has been recorded. It is not necessary to attach a copy of any such document to the Affidavit. This Affidavit must list each security interest that is listed in the Owner's Affidavit, and each such security interest must be subordinated. Do not list a Notice of Commencement or Reservation of Mineral Rights, etc., because such instruments do not negatively affect marketable title to the utility system(s) or portion(s) thereof and/or easement(s) being conveyed to the City. (fall of the utility facilities being conveyed to the City are located in public right-of-way, do not list mortgages, etc„ if they do not encumber after acquired property that is located in public right-of-way. Claims asserted under Chapter 713, Florida Statutes, must be "transferred to security" pursuant to Section 713.24. Florida Statutes. or other adequate security acceptable to the City Attorney must be provided to the City before the City will grant preliminary acceptance of title to such facilities. 8. Affiant further states that the information contained in this Affidavit is true, correct and current as of the date this Affidavit is given. [INSTRUCTION: Unless the time period is extended by staff for good cause in the specific instance, per Ordinance or applicable resolution, the date of this Affidavit should not he dated earlier than sixty (60) days prior to the submittal of legal documents pertaining to Utility Conveyance to the City of Opa-locka to consider preliminary acceptance of' the subject utility system(s) or portion(s) thereof documents.] FURTHER A>FFIANT SAYETH NAUGHT. DATED this 29th day of September 21 Ricardo Ruz Attorney/ ignature Attorney/Alilant's Name 43 n �" in/' Cfry3119 SUBS RIBED AND SWORN to before me thistx1 day of , 20Z_(, by Cci2,-P0 ,I2— , who is personally known to me as OR who produced identification Type of Identification Produced Notary Public My Cominission Expires: uu111►I '$° p Comm. Ashisfi P tai `;�. o$ E gym•#iJE�1U2561 Printed, Typed or St ko` SCRIM t�alO�� ' iVatarye of Notary 44 EXHIBIT "A" LEGAL DESCRAPT➢ON 29 52 41 4.628 AC M/L N480FT OF W420FT OF SW 1/4 OF NEI/4 OF NWI/4 FAL) 0821290000110 OR 12003-1903 1983 3 45 OWNER'S AFFIDAVIT BEFORE ME, the undersigned authority, personally appeared ` 176"jFt.S 0-40 ("Affiant"), who, being by me first duly sworn, on oath, deposes and says: 1. Affiant is the 1j,j owner or [ ] duly authorized agent representing the property located at 400 ! JW S• j-yee,: Al ik'lAk F1L,,— bsituated in the County of Miami -Dade County and State of Florida, as more particularly described in Exhibit "A", attached hereto and made a part hereof (the "Property"). Affiant does not know of any facts by reason of which the title to or possession of the Property might be disputed or questioned, or by reason of which claim to the Property might be asserted adversely, including, but not limited to, tenancies or leases of the Property or parties in possession thereof. 2. Affiant says that to Affiant's own personal knowledge, all labor and materials furnished and used in connection with improvements made upon that portion of the Property over which the Affiant has conveyed or will convey an easement for utility improvements (the "Easement Premises") to the City of Opa-locka, a Florida municipal corporation (the "City") have been paid for in full to date, and that there are no unpaid bills for labor performed or materials furnished in connection with such improvements upon the Easement Premises, and that Affiant does not know of any person, firm or corporation who has or claims to have any lien against the Easement Premises for labor performed or materials furnished in connection with improvements within the past 90 days, or at any time; and that Affiant has not and will not execute any instruments that would adversely affect title or interest in the water and sewer utility improvements transferred or to be transferred to the City, or title or interest in the easement interest granted or to be granted to the City over the Easement Premises. 3. Affiant understands that this Affidavit will be relied upon by the City in taking title to the utility facilities conveyed pursuant to the Bill of Sale. t' CX,'ti t " Signature STATE OF r. Loel.7)A COUNTY OF Nam) /• club.- Pri t Name/Title The foregoing instrument was acknowledged before me this `: (it day of 5c alt h,- f 6; 2021, by -TE 1 AS C1 -(O1< S) , as () Lan c',7 , for T p' k t .i' i q, who is ( personally known to me or proven by producing the following identification NOTARY SEAL/STAMP eeeauwe� .PGO�p Ashish Patel f o Comm. 0111102561 ' o� Expires: ,1 Ex 2025 �. :. y, � S: March 9. -omm; »�` oljr ec4 Thr Aaron Notan Notary Signature 4St s ff re-- L -- Print Name of Notary E HIP_ri1"i "A" 1.1,1M -;AL DESC IE T1ON 29 52 41 4.628 AC M/L N480FT OF W420FT OF SW 1 /4 OF NEI/4 OF NWl/4 Fit 11 08 2129 000 01 l 0 OR 12003-1903 1983 3 15 THIS INSTRUMENT PREPARED BY AND RETURN TO: VICTOR A. RECONDO, ESQ. ASSOCIATION LAW GROUP, P.L. 1200 BRICKELL AVENUE, PH 2000 MIAMI, FLORIDA 33131 Property Identification No: 08-2129-000-0111 CFN: 20180379250 BOOK 31032 PAGE 654 DATE:06/27/2018 02:33:43 PM DEED DOC 18,186.60 SURTAX 13,639.95 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED (this "Deed") is made this (.o day of lune, 2018, between NATURAL VITAMINS LABORATORY CORP., a Florida corporation ("Grantor"), whose post office address is: 12815 NW 45 Ave., Opa-locka, Florida 33054, and STRK PROPERTIES LLC, a Florida limited liability company ("Grantee"), whose post office address is: 12845 NW 45th Ave., Opa- locka, Florida 33054. WITNESSETH: That Grantor, for and in consideration of the sum of TEN AND NO/100 ($10.00) DOLLARS and other good and valuable considerations to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to Grantee, and Grantee's heirs, successors, and assigns forever, the following real property (the "Property"), situate, lying and being in the County of Miami -Dade and State of Florida, to -wit: THE NORTH 480 FEET OF THE WEST 420 FEET OF THE SOUTH ''/ OF THE NE ''h OF THE NW '/ OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA. The Property is conveyed subject to the following: 1) Real estate, ad valorem and non -ad valorem taxes and/or assessments for the year 2018 and subsequent years not yet due and payable; 2) Conditions, restrictions, limitations, reservations, easements and other matters of record affecting the Property, if any, but this provision shall not operate to reimpose the same; 3) Applicable zoning restrictions, land use, subdivision ordinances, restrictions, agreements and/or other requirements imposed by govemmental authorities; Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining to the Property. To Have and to Hold, the same in fee simple forever. Grantor does hereby warrant the title to the Property, subject to the aforesaid, and will defend the same against the lawful claims of all persons claiming by, through or under Grantor, but none other. NOTE TO COUNTY RECORDER. THE GRANTEE IS A WHOLLY OWNED SUBSIDIARY OF THE GRANTOR AND NO CONSIDERATION WAS EXCHANGED FOR THIS DEED. ACCORDINGLY, DOCUMENTARY STAMP TAXES ARE NOT REQUIRED IN CONNECTION WITH THIS DEED. [Additional Text and Signatures Appear on the Following Page] CFN: 20180379250 BOOK 31032 PAGE 655 IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. STATE OF FLORIDA } }SS.: } GRANTOR: NATURAL VITAMINS LABORATORY CORP., a Florida corporation B Name: Karan Arora Title: President f COUNTY OF MIAMI-DADE [SEAL] The foregoing instrument was acknowledged before me this `r day of June, 2018, by KARAN ARORA, as President of NATURAL VITAMINS LABORATORY CORP., a Florida corporation, who is personally known to me or has produced a as identification on behalf of th corpo ' n : d took an oath. lacy Put VICTOR ALEXIS RECONDO MY COMMISSION #00020313 a F, EXPIRES: November 18, 2020 'fall lie Bonded Tai Bud* Notary Betvioe$ NO Y PUBLIC Print e: My Co mission Expires: DRAWING INDEX C-101 COVER SHEET C-102 LEGEND AND NOTES 0-103 SUMMARY OF PAY ITENS 0-201 OVERALL SITE PLAN 0-301 SANITARY SERER PLAN AND PROFILE 0-302 WATER MAIN EXTENSION PLAN AND PROFILE C-303 WATER MAIN EXTENSION PLAN AND PROFILE C-304 WATER MAIN EXTENSION PLAN ANO PROFILE 0-305 WATER MAIN EXTENSION PLAN AND PROFILE C-306 WATER MAIN EXTENSION PLAN AND PROFILE WAREHOUSE AND OFFICE COMPLEX 4400 NW 133RD STREET, OPA-LOCKA, FL 33054 FOLIO: 08-2129-000-0111 STRK PROPERTIES, LLC 12845 NW 45TH AVENUE, OPA LOCKA, FLORIDA 33054 PROJECT LOCATION LOCATION PLAN i" = 300' REC ORD D RAWINGS SHOP DRAWINGS TO BE SUBMITTED T0: wW XE AviE�`E 8550 la 3111 3311v ]o] ] IL021) 551-1605 PLANS PREPARED BY . 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FOR ALL MATERIALS. EaTIPMENI AND CON STR UCTION CRITERIA AS REWI RE D FOR REnEw AND A PPRovAL. AEA Archit ect, Inc. WALE 0,1 .01111• 1.114.1t..1 212.1; RiTar1.421.113 4Ik Revisions X0.00 M H-5 RaOCA»a. P,qr xa:0 0,0 002 0..y.494 . 00 nn Bn 1.210.1 09/ 2141222, ow4,PBaa2 . 1m S ANITARY SEWE R PLA N AND PROFILE C-301 PR OP OSED GR ADE =z� TOP OF GR OUND YO E 1 £ X/S71NG GR ADE WATER MAIN 8" P. V C. F IR E MAIN 12" P. V.C. Waddie D quiz- Waddie D Rivera Ruiz -Rivera 2t49 021. 11.161 0t10.0 DRAV NO TE S I. ELEVATIONS SHOWN R EFER I0 PROP OSED ELE M.. ( GVD 1929) UN ESS OMERX15E SPECIFIED. ACVA IC S AN D MAN HOLES STALL BE FLUSH W IN NEW P AVE EN T CON TRAC TOR SM ALL ADAIST COROIN CL Y. .1 EX ISTING UTILITY IN FORMATION SHOWN IS BA SED ON BEST A VAILABLE INFORM AnCN . ▪ C OORDIN ATES SHOWN ARE FOR TH E S TATE P LAN E COO RD IN ATE U TREN CH RESTORA TION SH ALL BE AS PER MMMi-DACE PUB LIC W0.95 5 ORK S S TAND ARD D ETAIL 521.1. 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( NC. 1029) U NLESS ORERIWSE S PELMIEO. }ALL ✓A.LES AN D M ANHOLES SHALL BE FL US H WIT H NE W PA./E NT CO NTRACT OR S HALL ADJUST ACCORDINGLY. J. EASING GIRL. INFOR MATIO N S HOW IS BASED ON BEST AVAILABLE INFORMA DON COORDINATES SHOW AR E FO R T HE ST AT E PLA NE COLWO/ NAIE SYSTEM. J TRENCH RESTORATI ON SHALL BE A5 PE R MIAMI—DADE P UBLIC WO RKS SSTANDARD DETAIL RTI .I. s,DA MAGED AREAS NNW THE PU BLI C RAW . ALL BE RESTORED TO E XISON C CON DITI ONS OR LOP, CH,A1A AS Al CA AW.EIA OH RANI A' VAL 5 2- TIER Damn. BY. 4 Pawing S cala WATER M AI N EXTENSIO N PLAN AND PROFILE C-305 B" P. VC. FIR E MAIN r eAsaa1e '�'AS WiRLwE G�a Waddle D Waddle DRuiz- RC& Rivera 2021. 11. 16 Rivera 14:3732-0500' RECORD DR WIN GS NOTES. ELE✓A110. 5N OAN R EFER (0 PR OP OS ED ELEVATIONS (91040 /929) UN E55 OTHERINSE SPECIFIED, • ALL vA( LLS A. MA NHOLES SHALL BE FLUSH NMI NEW PAVEME NT C ONT RA CTO R S HALL A DJUST • E ACIIN G UGV S PN O U TILITY INF OARC Ov STH E s lS B ASED ON BESTOR OI AVAILABLE I NFO RM ATI ON. TR ENCH R ANSHO mv ARC ME PER MANE D EER MNA2 SYSTEM TA M CN B EARER S l/9/ SNA IL 8/ LI P ER MIAMI -O BOE PUB LIC MJro STAN DARD DETAIL f. DAMAGED AREAS NIMIN RC P UBLIC RAY SB A([ BE RESTOR ED TE CAASR NG CONDITIONS OR BN TRA S. CON TRACTOR SHALL SUB MIT AS R SH OP EWIRED ED F OR GS FOR ALL MATER IALS EOwPMENI, A ND CON STRUCTION CR ITER IA AS REOU/RED ! pP R EwEW AN D AP PROVAL. AN AEA Architect, Inc . STATE Of FLORIDA A SICHTECIVRYCO PP OM PON LI CFAIIE .000310 1 04 01400 1 Et.1 7.1 Re visions P,y.e NS:7 018002 °salon asr wn Chaclaira By. OAR O7 .Mna soM: r • TO Om uta Taw W ATER MAIN EXTENSI ON PL AN A ND PROFILE Omaine C-3DC Utilities Conveyance Checklist POTABLE WATER, NON -POTABLE IRRIGATION WATER AND WASTEWATER FACILITIES ACCEPTANCE Today's Date: 11/17/2021 Project Name: Warehouse & Office complex - Natural Vitamins Project No.: 131116-049-DSGP AR#: Legal Documents in Item Item Needed N/A review accepted Xi . ❑ ❑ ❑ Attorney's Affidavit X2. ❑ ❑ ❑ Owner's Affidavit X3. El 0 Notes Warranty Deed/Bill of Sale with Exhibit B per Utilities Standards and Procedures Ordinance Section 10.2.6 4. ® ❑ ❑ Utilities Facilities Securities Subordination (required when any security interest in the utility facilities/systems is involved). UCC-1(s) can be subordinated by a Subordination or by use of UCC-3(s) if not released by Subordination. 5. X ❑ ❑ Deed of Utility Easement - Copy of last Deed that conveyed title of the Associated Real Property and Copy of all Utility Easements then being conveyed to the County, including legal description with Surveyor's Sketch of Easement. (Utility easements are not required provided all utility facilities then being conveyed are in public right -of way, are in then existing utility easements, or are in CUEs) 6. ® ❑ ❑ Utilities Performance Security (UPS) 10% of Total Cost plus Final ❑ El Obligations cash bond of not less than $4,000 (AR -5939 & above) X7. ❑ ❑ ❑ Final Release of Lien from Utility Contractor for the system(s) or portion(s) thereof constructed X 8. ❑ ❑ ❑ ID number or Folio number of Property 9. ® ❑ ❑ Facilities Lease (when applicable) 10. ® ❑ ❑ Facilities Lease (including Sub -Developer) use Form 10.1 Page 1 of 3 Rev. 10/2006 CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 04-31, AS AMENDED Page 2 Tests, Certifications and Supplemental Documents N/A In Item Item Needed review accepted 1. ❑ ❑ ❑ Video tape of constructed gravity sewer (Sewer Report & Master Utility Sheet) 2. IN ❑ D Certification of pressure testing of wastewater force mains by Engineer of Record X3. ❑ LI ❑ Certification of the infiltration/exfiltration tests for the sewer lines by Engineer of Record X4. ❑ ❑ ❑ Coating certification from the manufacturer or a professional testing laboratory for all manholes, wet wells and valve vault. 5. ® ❑ ❑ Lift station(s) start up report(s) 6. ® ❑ ❑ Electrical Contractor's certification of Lift Station electric service wire sizing and voltage drop pursuant to National Electrical Code Specifications 7. ® ❑ ❑ Start-up and successful testing of Data Flow telemetry equipment (AR -7936 & above) X8. ❑ ❑ ❑ Certification of pressure testing of water and non -potable irrigation mains by Engineer of Record X 9. ❑ ❑ ❑ Letter by Engineer certifying that all water, non -potable irrigation and/or sewer facilities are located within the public right-of-way or dedicated easements X 10. ❑ ❑ ❑ One year (1) Warranty on work performed and system(s) or portion(s) thereof installed by Utilities Contractor Notes PENDING 11. ❑ LI ❑ Engineer's Final Payment Confirmation PENDING X 12. ❑ ❑ ❑ DEP Certification and copy of General Permit for WATER facilities (including interim facilities, if applicable); In -Service Letter to be forwarded when received X 13. ❑ ❑ ❑ DEP Certification and copy of General Permit for SEWER facilities (including interim facilities, if applicable); In -Service Letter to be forwarded when received 14. ® ❑ D DEP Certification and copy of General Permit for (RECLAIMED) NON - POTABLE IRRIGATION WATER facilities (including interim facilities, if applicable); In-service Letter to be forwarded when received X 15. ❑ ❑ LI Lab results on bacteriological tests for potable water mains Page 2 of 3 Rev. 10/2006 X3. CHECKLIST WATER & SEWER FACILITIES ACCEPTANCE COUNTY ORDINANCE 04-31, AS AMENDED Page 3 X16.❑ ❑ X17.❑ ❑ X18. ❑ ❑ ❑ Satisfactory Test Reports and Certification of backflow device by Certified Laboratory. ❑ Verification of Final Cost (Include materials and labor, misc.) Cost breakdown — County/Private (materials only) i.e. detailed quantities, sizes, unit cost, total cost, etc) ❑ Letter from Engineering Inspections certifying that the Preliminary Inspection reveals that the utilities system(s), or portion(s) thereof, has been constructed in accordance with County Ordinances and Regulations including the required color for piping. 19. ® ❑ ❑ Letter from the Fire District regarding ownership and maintenance of fire hydrants X2o. ❑ ❑ ❑ Signed copy of field fire flow testing by the applicable Fire Control District Engineering Documents N/A In Item Item Needed review accepted 1. ® ❑ ❑ Three (3) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water, non -potable irrigation water OR wastewater system(s) or portion(s) thereof X2. ❑ ❑ ❑ Five (5) complete sets to include all utilities and all related underground work signed and sealed by the Engineer of Record for potable water AND wastewater and/or non -potable irrigation water system(s) or portion(s) thereof ❑ ❑ El One (1) computer -generated disk of files in accordance with Section 10.4: Record Drawings of the Utilities Standards and Procedures Ordinance X4. ❑ ❑ ❑ Longitude and latitude shall appear on detail sheet. (AR -7936 & above) Notes AS BUILT ATTACHED AS BUILT ATTACHED AS BUILT ATTACHED Office Use Only below this line ❑W ❑W/S s ❑IRR Page 3 of 3 Rev. 10/2006 C0NST; JCTl0N Contractor's Letter of Warranty Contractor: G. D. Construction, LLC 2000 S Dixie Hwy Suite 108 Miami, FL 33133 Phone: 305-200-5596 E-mail: admin@gdconstructionllc.cm Owner: STRK Properties Project: 4400 NW 133 ST OPA LOCKA, FL 33054 12845 NW 45TH AVE OPA LOCKA, FL 33054 We the contractor do hereby warrant that all labor and materials, for the Work performed or supplied in conjunction with the above referenced Project is in accordance with the specifications and agreement between Owner and Contractor dated (C.O. date), and other Contract Documents including authorized modifications thereto, will be free from any defect(s) of material or workmanship. This warranty covers a period of one (1) year commencing on the date of the Certificate of Completion. It is understood and agreed that in the event of defects and the necessity of making repairs, the Owner will immediately notify the above Contractor in writing of its conditions and shall give the Contractor reasonable time in which to make said repairs. If any person, firm or corporation other than the above listed Contractor has, during the warranty period, performed or attempted to perform any repairs to the property, then this warranty could become null and void. This warranty does not cover any work or repairs by anyone other than the above Contractor or one of its authorized representatives. This warranty excludes the Contractor from any responsibility or liability whatsoever to make repairs due to said property wholly or in part by windstorm, tornado, lightning, hail, abuse, improper or insufficient maintenance, improper operation, negligence, normal wear and tear under normal work usage or modifications not executed by the Contractor. Additional specific conditions of this warranty (if any) are listed on additional sheets. Subscribed and sworn to, before me This 15 day of November, 2021 Notary Public, State of Florida at large Xioramys Reyes Cabrera My commission expires: 03/2/2025 Signed: Print: Date: 11/15/2021 Q Oer' XIORAMYs REYES CABRERA : _ •, ,y Notary Public - State of Florida 4: Commission + HH 099320 '176F'"?...."?..!:' My Comm. Expires Mar 2. 2025 Bonded through National Notary Assn. CI OFFICE OF THE PROPERTY APPRAISER Detailed Report Generated On : 3/11/2020 Property Information Folio: 08-2129-000-0111 Property Address: Owner NATURAL VITAMINS LABORATORY CORP Mailing Address 12815 NW 45 AVE OPA LOCKA, FL 33054 USA PA Primary Zone 8000 COMMUNITY FACILITIES Primary Land Use 1081 VACANT LAND - COMMERCIAL : VACANT LAND Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 201,596 Sq.Ft Year Built 0 Assessment Information Year 2019 2018 2017 Land Value $1,693,406 $1,612,768 $1,612,768 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $1,693,406 $1,612,768 $1,612,768 Assessed Value $1,693,406 $1,328,204 $1,207,459 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $284,564 $405,309 State TIITF Exemption $1,328,204 $1,207,459 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Taxable Value Information 2019 2018 2017 County Exemption Value $0 $1,328,204 $1,207,459 Taxable Value $1,693,406 $0 $0 School Board Exemption Value $0 $1,612,768 $1,612,768 Taxable Value $1,693,406 $0 $0 City Exemption Value $0 $1,328,204 $1,207,459 Taxable Value $1,693,406 $0 $0 Regional Exemption Value $0 $1,328,2041 $1,207,459 Taxable Value $1,693,406 $0 $0 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 3/11/2020 Property Information Folio: 08-2129-000-0111 Property Address: Roll Year 2019 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL P 8000 Square Ft. 201,596.00 $1,693,406 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE OF THE PROPERTV APPRAISER Generated On : 3/11/2020 Property Information Folio: 08-2129-000-0111 Property Address: Roll Year 2018 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL P 8000 Square Ft. 201,596.00 $1,612,768 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE OF THE PROPERTY APPRAISER Generated On : 3/11/2020 Property Information Folio: 08-2129-000-0111 Property Address: Roll Year 2017 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone GENERAL P PA Zone Unit Type Units Calc Value L y 8000 Square Ft. 201,596.001 $1,612,768 Building Information Building Number Sub Area i Year Built Actual Sq.Ft. 1 Living Sq.Ft. Adj Sq.Ft.1 Calc Value!, Extra Features Description Year Built Units' Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE QF THE PROPERTY APPRAISER Generated On : 3/11/2020 Property Information Folio: 08-2129-000-0111 Property Address: Full Legal Description 29 52 41 4.628 AC M/L N480FT OF W420FT OF SW1/4 OF NE1/4 OF NW1/4 FAU 08 2129 000 0110 OR 12003-1903 1983 3 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/27/2018 $100 31032-0651 Corrective, tax or QCD; min consideration 06/06/2018 $3,031,100 31032-0654 Unable to process sale due to deed errors The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Final Affidavit and Release of Lien State of Florida , County of Miami -Dade BEFORE ME, the undersigned authority, personally appeared Eduardo Gomez President (type position) of GD Construction LLC who, after being by me first duly sworn, deposes and says of his personal knowledge that: 1. He is President Florida (type name), (type company), (type position) of GD Construction LLC (type company), a (type State) Corporation (hereinafter call the "Contractor"). 2. Contractor, pursuant to the Contract 4400 NW 133 ST, Opa Locka, FL 33054 (hereinafter referred to as the "Contract") with STRK PROPERTIES LLC (hereinafter referred to as the "Owner"), has heretofore furnished or caused to be furnished labor, materials and services for the construction of certain improvements as more particularly set forth in the Contract. 3. Contractor represents that all work to be performed under the aforesaid Contract has been fully completed and that all lienors under the direct contract have been paid in full, except the following: Name of Lienor Amount Due 4. In consideration of final payment to the Contractor in the amount of $ 10,00 and all other previous payments paid by the Owner to the Contractor, the undersigned hereby for and in behalf of the Contractor, waives and releases its lien and right to claim a lien for labor, services, or materials furnished to the Owner. 5. The Affiant represents that he has authority to execute a full and final release of lien for and on behalf of the Contractor. Signed, sealed : nd • ve d this 11/ X21 name), President (type company) (type position) Swor to (or affirmed) and subscribed before me this 15 day of November 2021 by Eduardo Gomez who is personally known to me or who produced a valid (type State) identification. Notary Public Xioramys Reyes Cabrera My Commission Expires: 03/02/2025 XIORAMYS REYES CABRERA Notary Public - State o` Plorica Commission = H-1099320 My Comm. Expires Mar 2. 2025 Bonded through National Notary Assr PROPOSED GRADE EX/STING GR ADE 08 ILICZ Lv NOTES ELE✓A BO NS SHOO, REFER /O PROPOSED ELE✓ARONS ( NCYO 7929) UNLESS OT HERMSE SPECIFIED . - 2. ALL UALK' S AN D MAN HOL ES S HALL BE 750.41 x1 74/ NEW PAVE MENT CONT RACT OR S HALL AD Jusr ACOL v J 57540 EXISTING UTILITY IN FOPMARON S HOwI IS B ASED ON BEST AVAILA BL E I NFOR MATI ON 4. COORDI NATES SHOxfv A RE FO R T HE SFAX PLANE COO RDI NAT E SYSTEM. J 7905(5 RESTOR ATIO N SH ALL BE AS PER MIA MI-DADE P UBLIC XOR RS STA NDARD 0E14 5 RP,.. DA MAGED AREAS WHIN T HE P UBLIC RAY S HALL BE RESTORE D TO Eri STI NO CO NDI news OP BETTER. S. CON TRACTOR SHALL S UBM11 SHO P D Rn WNCS FO R ALL MATERIALS EWIPME NT, AND CONSTR UCRON CRIT ERIA AS REWI RED FOR REInEw AND A PPROVAL A& A Archit ect, Inc. X 0. E O 0 8o a) co O lV 111 R evisi ons Da b D.w w9n T 09/10/20 0.1 H -S RELOCAT IO N PmNv1No .: 2018002 OW B.. BY 58 0rmm BY: 09/00/2019 da9 Bw SANITARY SEWER PLAN AND PROFILE C— 301 PROPO SED GRADE aQ EXISTING GRADE 8" P. V C. FIRE MA/AI 12" P.V.0 WATER MAIN v 't 726 TO 02 ' PRE MP 6- GAT vAMC 6 26406., 05 ,076, NOTES ELEVA AL95 SHO W REFER 70 P ROP OSED ELEVADON S (0090 1929) UN (SS OTH ER WT5E SPECIFIED 2 A LL VA LICS AND MA NHOLES SHALL BE FLU SH NR l NEW P ate .5 1 CON TR ACTOR SM ALL ADJUST ACCORD IN GLY J ENV?. UDLITr INFORM , DON SHO WN IS B ASED ON BEST A VAILABLE A MOR ", DW C OROIN A TES SH OWN AR E FOR THE STA TE P LANE C OORD IN ATE S YSTE M. J 7PENCH RESIORA D ON SHALL BE AS PER MIAN4-DADS PU BLIC WO RM S STAND ARD DE TAIL 9 21.1. A. DAMAGED AREAS W IT700 TH E PUB LIC R AY SH ALL BE RESTO RED TOE SDN G CONDIDO NS OR BETTER . 5 CO NTRACTOR SHALL SU BMIT SHOP DRAX1909 FO R ALL ',TR IALS EOU IPME NI AND CO NSIRU CDON C RITERIA AS REWIRED FOR REN EW AND APPR OVAL. .56131. 16- 0,7) BT.y700,45 7 7"PVC WATER MAIN TOP OF G ROUN D ,65.12.75 E666560.36 IMG 0T) avo s m ess) IR AS A Architect, Inc. WATSOF FINN. ARLABIEC ONOLOONIVIIATION CO NSULTANT Revisions D OW 1114488888 2 81448 188 .; 2018 002 D48 pMRF WR. 09/04/2019 P.m 8 0 I . 29 -44 WATER MAIN EXTENSION PLAN AND PROFILE C-302 / GR AD E 8" P. VC. FIR E MA/N (AV" a`\ w a w NOTES: ELE✓AR O 5 S HOR N RE FER TO PROPOSED EL£0ARC W5 (.1,0 1919) UNLESS ORIERAISE SPECIFIED. 1 ALL VALVES A ND MA NHOL ES SHALL BE FLUS H xf R/ NEW PAKMENT CO NT RACT OR SH ALL ADJUST LCOPOI NGLY 3 EXISTING URLITY INFO RM ARO N 900. IS BASED ON BEST A vAKABLE IN ,ORMARON . 4. COORDINATES S NOW ARE FO R THE ST ATE PLA NE COORDINATE SYSTEM, 3 TRE NCH RESTDRA RO N S HALL BE AS PE R MIAMI-DADE P UBLIC STANDARD DETAIL R11.1. 4. DAMAGED AREAS W HI N THE PUBLIC %w 70 SHALL BE REST ORED TO Ex15 DNG CO NDOMS OR BETTER. S C ON TR ACTO R SHALL SUBMIT SHO P D RAz:S F OI ALL MA1£ RMLS. EIX RPMENI A ND LOWSRN/CROv CRITERIA AS REOW RE D F OR RE NEW aN0 AP PROV AL . ABA Archit ect, I nc. Id Revisions 08 /10/10 FH 9ELL79 905 M.., 3018002 s oda. sr w . . 07 ..,181 M .A .c. 09/0 4/2010 DaMls sal.: 1 - 30 WATER MAIN EXTENSION PLAN AND PROFILE C-303 VAN ABA Architect, Inc. oConale /[ Of 8" PIS AOC (RO aP m mar c-iO as) GRADE (87/77 `0 377EEI5 C-205 & (-.104) B" P. I!C. FIRE MAIN 7.7053) es NOTES: ELE=AHON S SHONI REFER TO PR OP05ED ELEVAn 055 (5 040 1929) UNLESS OTHERWISE SPECIFIED 2 ALL =4 112 5 AND MANHO LES SHALL BE FLU SH 77775 5(9229(0(57 C0 v1 RA Cr0 2 S HALL AD✓ Usr ACCO RD IN G<K EN15775 0ISnN C untn, INF ORMATION SH OW N IS BA SED 0v BEsr AVAILABLE INFO RMATION. 4. COORDIN ATES SHOWN ARE FOR NE STA TE P LAN E COORD IN ATE SYSTEM. J MEN G< RESTO PATION SH AG< BE AS P ER MIA MI—DA0(DE 0 0P UBLIC WORK S STANDARD DETAIL R2L< a. DAMAGED AR EAS NNW THE PUB LIC R/ W SHALL BE R ESTO RED 70 EXISMS COVOITIONS OR BETTER. S. CONTRACTOR SHA LL SU BMIT SHOP D RAWIN GS FOR A l< MATER IALS . MM./0: AND C ONSTRU CTION CR ITERIA AS R EQU IR ED FOR REAEw AND APPROV AL. tU a E 0 U N U le 80 g oes E.' a) co 0 >`) Revisions P*88.: 2018002 OW p.9791 w.. 05 38$ uw0n.1. 09/Oo/2019 WATER MAIN EXTENSION PLAN AND PROFILE OnVno C-304 CRADE\ =x� a area, c-xri Cro 8" PVC. FIRE MA /N s r) (rr NOTES: E7E VA P 0N5 SHOW N REF ER TO PR OPOSED EI.EVA SO NS ( NOVO 1929) UNESS O PI ERINSE SPECIFIED. 1 au. v AL 1f5 AND M ANHOLES 518400 BE FLDS5 7.7 NEW PA k'M[ T CONT RA CT OR 5 5470 AD JUST ACCORDINGL Y J ENS,. U5LITY INFOR NAP ON S HO8 0 IS BASED ON BEST AVAII.AB9E I NFORMAPON C0050/ COORDINATES 5 48x 0 A RE FOR THE STALE PU NS CO ORDINATE SYSTEM. J TRENCH 5 AREASTI ON SHALL BE AS PE R MIAMI-DA DE PUBLIC x ORNS STANDARD 0700 0 RI7. I. 4. O ANAGEO xrSNI N RE PUBLIC RAY SNA77 BE REST ORED TO EMSPNC CONOTBO.NS OR BETTER. 5 CONTRACTOR SHALL S UBMIT SHO P D RAW N. FOR All NAIL 475. EQUI PMENT, AND CO VSIRICPON CRITERIA AS REWIRE D F OR REwEw AND APPROVAL. A& A Architect, Inc . 8810187/81. ESTAT E...VD 081.08100 . FL . 0.M 08828.123 T882 • ei...1118.40 -81111.4802.1 W.108.8 PUMP. 82 2.8 /8 211 8 R evisions 041. 0088.10112 8 RctaAnON 88/48/20 Pm9w1N9 .: 2018002 OW4,+2 BY wB C had 88 . w.111 09/04/2019 Pw ep ewY: I . 20 WATER MAIN EXTENSION PLAN AND PROFILE C-305 � ,0 9,rr, o-;osl r n* ama5 8" P .V. C. F IR E MAIN [xw e 'Iii NOTFS7 ELEva RUNS 5H ONN R EFER 70 PRO P0 5( 0 at -04005S (NGYD 1919) UN ESS 0) HE RKSE SPE0IFIE0 1. ALL VA YES A ND MANHOLES SHALL BE 190 50 '1H NEW PAVEM ENT. CO NT RA CT OR SHALL 404)57 ACCO RD IN GLY. ! EX IST NG G nu, INFQPMAPO v SHOMN IS BASED ON B EST AVAILABLE INFORM ARW S. COORDINA TES SHOW ARE FO R ME STALE P LANE 00 000 7AIE SYST EM. 'BEN CH 0RESTORADON SH ALL BE AS P ER MIAMI -DADS PUB LIC MORAS STANDARD DETAIL 0001. I. DAMAGED AREAS 'TH IN TH E P UBLIC %W SH ALL BE R ESTO RED TO EXISTING GONOM OVS OR BETTER 5 CON)RACTOR DNA" SUBMIT SHOP ORA 'NGS F OR ALL HATER IALS. EDUIPMENT. AND CO NSTRU CTION CR ITER IA AS REWMED F OR REwEW AN D APPROVA L. VAN A&A Architect, Inc . ww- COPSISSI SSIS Revisions O..=IPrm 91 208. .: 2019002 0w poa wlu:e r 4 .4. O9/0 ./2019 Snots 20s. WATER MAIN EXTENSION PLAN AND PROFILE C-306 lierracon ?JeORepO rt Geotechnical Engineering Data Report Natural Vitamins Warehouse - Drainage Project Opa-Iocka, Florida June 5, 2020 Terracon Project No. H8205041 Prepared for: GD Construction LLC Miami, Florida Prepared by: Terracon Consultants, Inc. Miami Lakes, Florida Environmental Facilities Geotechnical 11 Materials June 5, 2020 GD Construction LLC 2000 S Dixie Hwy Suite 108 Miami, Florida 33133 Attn: Mr. Eduardo Gomez, President. P: (305) 514 3144 E: egomez@gdconstructionlIc.com Re: Geotechnical Engineering Data Report Natural Vitamins Warehouse - Drainage Project 2845 NW 45th Ave Opa-locka, Florida Terracon Project No. H8205041 Dear Mr. Gomez: 1rerracon GeoReport We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. PH8205041 approved on May 29, 2020. This report presents the findings of the subsurface exploration and provides the boring logs and the results of the Percolation tests for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. sltirl l✓ Rutugandha H. Nulkar, P.E. Hugo E. Soto, P.E. Senior Engineer Principal FL Registration No. 70625 FL Registration No. 36440 Terracon Consultants, Inc. 16200 NW 59th Avenue, Suite 106, Miami Lakes, FL 33014 P (305) 820 1997 F (305) 820 1998 terracon.com •�\GEN$E•• No.3:;440 °; i -o STATE OF : Z ysS, + `/4; 4 e �s�a� Environmental • Facilities • Geotechnical Materials REPORT TOPICS INTRODUCTION 1 SITE CONDITIONS 1 GEOTECHNICAL CHARACTERIZATION 2 GENERAL COMMENTS 3 ATTACHMENTS SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS PERCOLATION TEST RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. Responsive ■ Resourceful ■ Reliable 1 Geotechnical Engineering Report Natural Vitamins Warehouse - Drainage Project 2845 NW 45th Ave Opa-locka, Florida Terracon Project No. H8205041 June 5, 2020 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed Natural Vitamins Warehouse — drainage project located at 2845 NW 45th Ave in Opa-locka, Florida. The purpose of these services is to provide information about the subsurface conditions and the results of the percolation tests: Subsurface soil and rock conditions Groundwater conditions Hydraulic Conductivity Value (K - Value) The geotechnical engineering Scope of Services for this project included the advancement of: Six (6) test borings to a depth of 16 feet below existing site grades, Six (6) percolation tests completed to a depth of 7 and 10 feet below existing grade at four (4) locations. Maps showing the site and boring locations are shown in the Site Location and Exploration Plan sections, respectively. The boring logs are shown in the Exploration Results section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Location Description The project site is located at 2845 NW 45th Ave in Opa-locka, Florida. See Site Location Existing Improvements Current Ground Cover Existing Topography The project site is currently covered with limerock fill. Limerock The project site is fairly level Responsive • Resourceful ■ Reliable 1 Geotechnical Engineering Report Natural Vitamins Warehouse - Drainage Project Opa-locka, Florida June 5, 2020 Terracon Project No. H8205041 PROJECT DESCRIPTION Item Project Description 1[erracon GeoReport Description It is proposed to provide drainage for the construction of the Natural Vitamins Warehouse. GEOTECHNICAL CHARACTERIZATION We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data and our understanding of the project. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results section. Groundwater The test borings were monitored while drilling for the presence and level of groundwater between July 1, 2019 and July 5, 2019. Water levels observed at these times are indicated on the individual boring logs and are summarized in the following table. Boring Depth to Groundwater While Drilling (ft.) Completion Date B-1 1.9 5/29/20 B-2 1.8 5/29/20 B-3 1.4 5/29/20 B-4 1.5 5/29/20 B-5 1.3 5/29/20 B-6 1.4 5/29/20 P-1 2.6 6/2/20 P-2 1.3 5/29/20 P-3 3.1 5/29/20 P-4 3.3 6/2/20 1. Depth below ground surface. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Natural Vitamins Warehouse - Drainage Project Opa-locka, Florida June 5, 2020 Terracon Project No. H8205041 1Ferracon GeoReport Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. Groundwater levels in the table above could vary due to changes in the ground surface elevation at the location of the borings. Laboratory Testing During the field exploration, a portion of each recovered soil sample was sealed in glass jars and transported to out laboratory for further visual observation. The field logs are modified based on our engineer's visual observation. Percolation Testing Six (6) open -hole, constant head, percolation test were performed at the project site at a depth ranging from 7 to 10 feet below the existing ground surface. The percolation tests were performed in general accordance with the test procedures outlined in "Test Method for Usual Condition, Open Hole Constant Head Exfiltration Tests — South Florida Water Management District, Permit Information Manual — Volume IV'. The percolation test locations are shown on the attached Exploration Plan and the percolation results are shown in the Hydraulic Conductivity Test Results section of this report. GENERAL COMMENTS Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive • Resourceful ■ Reliable ATTACHMENTS SITE LOCATION AND EXPLORATION PLANS SITE LOCATION Natural Vitamins Warehouse -Drainage Opalocka, FL June 3, 2020 Terracon Project No. H8205041 a mori arden9 Park GRATIGNY • Hialeah Jr High Sch 1953 1 [erracon GeoReport 1.11.1..NW 1121H :etc ++''i!°' 1 ton sr i OP"'n'a,,:.. N• sr 511111111111111111J 33° Radio Tower �+` • DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY QUADRANGLES INCLUDE:. FXP!_ORATION PI AN Natural Vitamins Warehouse -Drainage Opalocka, FL June 3, 2020 Terracon Project No. H8205041 650' PnY.F, 1170 LF OF r<' FRrno4 RRA61 PROP. 52 LF O" 12"AV.C. At 1X XJ227 LEGEND PROP 62 LF OF 12" P.l!c. AT TX SLOPE .2.#LFW 76` fRE ICII ORAM PROW. 8" 90" P. V.c BEND INN c EA'OOTT (NW. .82.12 _68LF OF 6" PALO AT 7X ScOPE PROW. 3"ioB' P.VL TEE WIN - (WNW! (9411 2.552 -4- P-1 PRIX 87 LF ' or B. P.V.0 AT 7X SLOPE 95' 5.80'= PROW. 8" 225' P.VC Bow HMI cLt477 WT Ow. 7,68') P-3 _, 950' PROP. 299 LF O!' 1B" MAW QNA91 PROP? 6" 51067.1 team (t>P.) (SEE PLUN601C 527972 Rao L974¢ cY'NR.ECT TO 12' P. VG IAN 12X8 WIT (TJP.) PRO'. 772 LF OF 72` P.V.G. AT IX SLOPE l2' 112179C ORAIV ROP. 792AHOUT (ISPJ PROP. J7 LF OF 8' P.Y.C. AT TX ROPY PROW, 49 LF OF 8" P.V.0 .47 TX SLOPE 561' (COP) 49 LF 0, 8" P. V.C. Al 1X &OPE AtOPP. cONO A0FWAtx Rus4 IAN FRLSs'O fLOOR EL£VATX91 WIN 2X CROSS 5.09E 6 6` TrPE 0 0048 (SEE TYPICAL GETAY 91E17 C -401f (TM) 8190.0 FLOOR ELEIA009 FAR L0ALaK8 80092 9.6' PROW. 168 LF OF 72" P.V..G A7 1X .9OWE PROP, R:EA#I OT (rw•J • f7WSWEO FLOOR f7:EVAT109 - 96' PROP, 8" 570791 675 7 (rm.) (59t 6117418610 522(75 FOR A`TA25) 4'OWN.FCT 70 12" P, VC 19179 72,64- (714.) PROP. 12O LF OP 72' TREPAN GRAN AroP. 700 LF CF 8' P,V,G .47 1X SLOPE Approximate SPT Boring Test Locations Approximate Exfiltration Test Locations D AGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPS "-PROP, 77 LF OF6"PV,G U� 31r. Ar IX.5704.E 9.26' (MP. 9.20'• - PAp : YOP IF Or 8- P. KC 4 lX ROPE 9.40700 694 EOP) 9.44(T0C) 694rE P) 1[erracon GeoReport 91909, J7 7F 01 17' IR MO4 MAW _... PROP. 509 (RE7ER 1 -- A —TO LAMOSCAONVC 84,trop 59EE7S) (TYA.) 4, Z11(EOP -_ 6.25' 1., r S ,T _ , Q5' _ -. PROP. 85 OF or ROPE _.- P77A9 780 OF 091 _.._ 16' Anwar puar---, 7.11(E(P •-.2201707 1d' FJPL 909 awe — z Z ?4(EVP p X24 i c 9191 i. 91 r 9 n zcmq<j :. :99 :7, EXPLORATION RESULTS S X 5 VA LID IF SEPARATED FROM O RIGINA L REPORT. SMART FENC E H 8205041 NA TO THIS BOR ING LO G IS N X New LL 0 -2 -4 -8 -10 -12 -14 -16 N. N. Ne N. N= N. N. N. B-1 5 5 0 4 4 N=4 N=3 N=3 N=0 N=2 N=3 N=4 N=4 BT 16. 0 Ft. Explan atio n B-2 N4 N=5 N=3 N=0 N 1 N=2 N4 N 4 BT 16.0 Ft. ®F01a.1 Fill-FDOT # 57 Sto ne B3 N=4 N4 N=6 N=2 N=0 N=2 N4 N=4 BT 16.0 Ft. Fine Sand Fine Sand with Limestone B4 B5 N=4 nr NW M N=4 gii Iii al K4 vo, N=5 N=5 N=3 N=5 N=5 N=6 BT 16.0 Ft. Bo n'ho le B-1 I Number M o1oWre —% w LL PL— Liqu id an d Plastic Limes Con ten t Bo reho le ,..La moth?— — LHh,.., NO TES: Nv .... AR I _ Borehole See General Notes in Appendix C for symbols end evil cla ssifications. BT Te nn inadon Type So ils profile provided fo r illustra tion purposes only. Y Wale Level Re ading Soils between borings may differ e ale timLevel Re ading AR-Auger Refusal BT - Boring Termination Wale Level Ree ding = a fter drilling. Limestone N=6 N=6 N=4 N=3 N4 N4 N=5 N=6 BT 16.0 Ft . Pr oject Manage r:HS Dr awn 55n SDF Appr oved by: HES Date: 6/5/2020 B-6 P-1 P-2 P-3 P-4 N=8 N=23 .-- N=7 N=12 N=4 N=11 a N=4 Al N=9 '-391 tkj _ .-7a - N=6 = N=7 ": .,i.4 _ -.74 N=38 N=41 N=28 _ N=23 N=17 N=11 N=15 N=7 BT 10.0 Ft. BT 10.0 FL N=13 N=4 4 -6 BT 10.0 Ft. BT 10.0 Ft. BT 16 .0 Ft. Proj ect No.: H8205041 Scale: N.T .S. Flle Name: H6205041 1 [erraco n 16200 NW 59th Ave Ste 106 Miami Lakes FL P H. 305820-1997 FAX SUBSURFACE PROFILE NATURAL VITAMINS WAREH OUSE -DRAINAGE 12845 NW 45TH AVE OP ALOCKA, FL 8 0 12 14 16 EXHIBIT N ui f a� CO CO 0_ co CO J 0 U'cc cc E 0 0 0 it z C7 u_ w a_ a LL BORING LOG NO. B-1 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS .,r FILL - FINE SAND (SP), brown _ — 5 _ _ _ 10— _ _ 1 rr 2-2-3-3 N=5 3'3 Filter Fabric Encountered 3.25' 2-2-3-3 N=5 .� . %i ;•;•; .w at \FILL - FDOT # 57 STONE (GP), light brown 7.0 2-3-3-3 N=6 1-3-2-1 N=5 '.`•16.0 \- Filter Fabric Encountered at 7' / FINE SAND (SP), light brown 1-0-0-0 N=0 0-0-0-0 N=0 1-2-2-2 N=4 2-2-2-2 N=4 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: 0: Weight of Hammer Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 - Water Initially Encoutered at 1.9' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-1 0 N p CO 0 w f zi 0 O w a O u5 z z 0 o x —J 3 O (0 0 re f 0 cc w o: z (0 0 0 0 0 0. LL O LL 0 0 co U' 0 O BORING LOG NO. B-2 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS FILL - FINE SAND (SP), light brown — _ _ 5 _ _ _ _ _ 10— _ 15— X X 2-2-2-2 N=4 2.6 2-2-1-2 N=3 \- Filter Fabric Encountered at 2.5' / FILL - FDOT # 57 STONE (GP), light brown 6.5 2-2-1-1 N=3 1-0-0-1 N=0 FILL - FINE SAND (SP), trace FDOT # 57 stone, light brown 8.0 1-1-1-1 N=2 .16.0 FINE SAND (SP), light brown 1-1-2-2 N=3 2-2-2-2 N=4 2-2-2-2 N=4 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: 0: Weight of Hammer Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 XL Water Initially Encoutered at 1.8' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-2 N 0 0 ui 0 0 a ib 0 0 2 BORING LOG NO. B-3 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS fy+, ��•: • a� } FILL - FINE SAND (SP), light brown _ 5 _ _ _ 10— _ — 1 = 2-2-2-3 N=4 3.0 3-3-2-2 N=5 � * %i \- Filter Fabric Encountered at 3.0' / FILL - FDOT # 57 STONE (GPI, light brown Sample no recovery from 4' to 6' 6.0 2-2-1-1 N=3 FINE SAND (SP), light brown 1-0-0-0 N=0 16.0 0-1-0-1 N=1 1-1-1-1 N=2 1-2-2-2 N=4 2-2-2-2 N=4 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 - Water Initially Encoutered at 1.4' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-3 N fo 1- ❑ 0 1- a z 0 re a. co CO cz� it f to 0 it a it c9 u_ u_ o_ a co LL 0 O 0 J O BORING LOG NO. B-4 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS • % •r;, �M1r; ♦.♦ .�.�. FILL - FINE SAND (SP), with limerock, light brown _ 5 — _ _ _ 10— _ 15— 7 X X X 1-1-1-1 X 2-2-2-2 N=4 2.5 \- Filter Fabric Encountered at 2.5' 2 N=62 FILL - FDOT # 57 STONE (GP), light brown 6.0 2-3-3-2 N=6 2-1-1-0 N=2 :. FINE SAND (SP), light brown 16.0 1-0-0-0 N=0 N=2 1-2-2-2 N=4 2-2-2-2 N=4 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: 0: Weight of Hammer Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 = Water Initially Encoutered at 1.5' Drill Rig: CME 75 Driller: OC Project No.: 1-8205041 Exhibit: A-4 BORING LOG NO. B-5 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS r: M1 FILL - FINE SAND (SP), light brown — — - 5 — _ _ — 10— _ _ 1 D 2-2-2-2 N=4 3.0 2-2-3-2 .s.. ;•;•; •Oi' \- Filter Fabric Encountered at 3' / N=5 FILL - FDOT # 57 STONE (GP), light brown 6.0 2-2-2-2 N=4 oC .....:0'c oC .'o ( .�o :..'.oC o C •; oC • c12.0 FINE SAND (SP), with limestone lenses/layers, light brown 2-3-2-2 N=5 2-1-2-2 N=3 2-2-3-3 N=5 FINE SAND (SPI, light brown 2-3-2-3 N=5 16.0 3-3-3-3 N=6 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing r Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 = Water Initially Encoutered at 1.3' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-5 0 tD 1- t — g z 0 C.) (9. c9 0 00 0 0 0 e7 O w 0 0 u_ LL LL 3 O O O m BORING LOG NO. B-6 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS FILL - FINE SAND (SP), light brown _ _ 5 _ _ _ 10— 15— A X 2-3-3-2 N=6 2.5 2-3-3-3 N=6 Filter Fabric Encountered at 2.5' FILL - FDOT # 57 STONE (GP) light brown 4.0 FILL - FDOT # 57 STONE (GP) with fine sand, light brown 2-2-2-2 N=4 6.0 FILL - FINE SAND (SP), with FDOT # 57 Stone, light brown 2-1-2-1 N=3 8.0 1-2-2-2 N=4 ..16.0 FINE SAND (SP), light brown 2-2-2-2 N=4 2-2-3-3 N=5 2-3-3-4 N=6 Boring Terminated at 16 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 .L Water Initially Encoutered at 1.4' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-6 BORING LOG NO. P-1 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS �:• % FILL - FINE SAND (SP), light brown _ _ _ 5 — \ 3-4-4-5 N=8 1.o FINE SAND (SP), light brown 5-4-3-3 N=7 3-2-2-2 N=4 ' '0 :o a FINE SAND (SP), with limestone lenses/layers, light brown 2-2-2-3 N=4 LIMESTONE, with fine sand, light brown 3-3-3-3 N=6 10.0 I I I I I Boring Terminated at 10 Feet 10 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 = Water Initially Encoutered at 2.6. Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-7 N 0 0 w 2 a 0� cc cc co O N CO 0 0 J ce co co 0 0 0 a Q ce u_ LL co LL 0 O co O O co BORING LOG NO. P-2 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS fl'. ,s,' 1 Ili . FILL - FINE SAND (SP), light brown _ _ 5 _ _ _ = \ / / 12-13-10-10 N=23 2.0 8-6-6-6 N=12 FINE SAND (SP) light brown 5-6-5-5 N=11 4-5-4-3 N=9 3-3-4-4 N=7 •'• '�� .....'"?o: •: •:oC ..• . 10.0 FINE SAND (SP), with limestone lenses/layers, light brown 10 Boring Terminated at 10 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 06-02-2020 Boring Completed: 06-02-2020 = Water Initially Encoutered at 1.3' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-8 0 N 0 C9 H f F- z� 0 0 1- z Z_ z 0 co N 1 2 J W 0 z 0 0 J 0 0 w 0 0 BORING LOG NO. P-3 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS :1:-;% FILL - LIMEROCK (GP), with fine sand, light brown _ _ — — 5 N=17 _ 18-20-18-16 N=38 4:1;1 iAr; ,�, : raV rj, 1 11;y, , 1.•,.1; F11-'' UAL ,_.: "+°.5.0 17-15-13-15 N=28 12-10-7-7 FINE SAND (SP), light brown 10.0 5-7-8-8 N=15 6-6-7-7 N=13 Boring Terminated at 10 Feet 10 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 05-29-2020 Boring Completed: 05-29-2020 = Water Initially Encoutered at 3.1' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-9 0 N CD 0 f 0 a N CO O J co co 0 0 ce O i 0 re LL m LL 0 O co 2, BORING LOG NO. P4 Page 1 of 1 PROJECT: Natural Vitamins Warehouse -Drainage CLIENT: GD Construction LLC Miami, FL SITE: 12845 NW 45th Ave Opalocka, FL GRAPHIC LOG LOCATION See Exploration Plan DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE FIELD TEST RESULTS ?.:-% ft;, `, , �a.; ieIb t,L- ter; =, �,, FILL - LIMEROCK (GP), with fine sand, light brown _ — 5 _ 18-19-22-20 N=41 3.0 17-15-8-6 N=23 FINE SAND (SP), light brown 9.5 5-5-6-5 N=11 4-4-3-2 N=7 1-2-2-4 N=4 I 10.0 LIMESTONE, with fine sand, light brown i Boring Terminated at 10 Feet 10 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Rotary Mud Drilling and Casing Notes: Abandonment Method: Boring backfilled with bentonite grout upon completion WATER LEVEL OBSERVATIONS lirracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL Boring Started: 06-02-2020 Boring Completed: 06-02-2020 = Water Initially Encoutered at 3.3' Drill Rig: CME 75 Driller: OC Project No.: H8205041 Exhibit: A-10 PERCOLATION TEST RESULTS HYDRAULIC CONDUCTIVITY TEST RESULTS Natural Vitamins Warehouse Opa-Locka Florida Project No H8205041 1 [erracon Test Date Diameter Depth of Depth to Groundwater Level Saturated Average K, Hydraulic No. Performed Hole (inches) Perforated Casing (inches) Hole Below Ground Surface (Feet) Hole Depth Flow Rate Conductivity (Feet) Prior to Test During Test Ds (Feet) (gpm) (cfs/ft2-ft Head) P-1 06/01/20 6 4 7 2.7 0.00 4.30 2.30 3.16E-04 P-1 06/01/20 6 4 10 2.7 0.00 7.30 6.50 5.86E-04 P-2 06/02/20 6 4 10 1.4 0.00 8.60 1.50 2.43E-04 P-3 06/01/20 6 4 7 3.1 0.00 3.90 2.00 2.48E-04 P-3 06/01/20 6 4 10 3.1 0.00 6.90 5.50 4.42E-04 P-4 06/02/20 6 4 10 3.4 0.00 6.60 5.50 4.11E-04 NOTES: 1) The above hydraulic conductivity values are for a French drain installed to the same depth as the borehole tests. The values represent an ultimate value. The designer should decide on the required factor of safety 2) The hydraulic conductivity values were calculated based on the South Florida Water Management Districts's USUAL OPEN HOLE CONSTANT HEAD exfiltration test procedure as shown below USUAL OPEN -HOLE CONSTANT HEAD BOREHOLE PERMEABILITY TEST SCHEMATIC H2 Water Table Q d DS K= Hydraulic Conductively (cfslft?-ft. Head) 0= Stabilized F low Rate (cfs) d = Diameter of Test Hole (feet) H2= Depth of Water Table (feet) Ds= Saturated Hole Depth (feet) K= 40 r�d(2H22+4H2Ds+H2 d) SUPPORTING INFORMATION GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS SAMPLING WATER LEVEL Auger Cuttings Grab Sample Shelby Tube 'Hack /Recovery Gore Na Standard Penetration Test V —wMrInfflally Encountered Tv Water Level After a Specified Period of Time 7 Water Level After a Specified Period of Time Water levels indicated on the SoII boning logs are the IeVeIs measured in the borehole at the times indicated. Groundwater level variations will occur over time. In IoW permeability soils, accurate determination of groundwater levels is not possible with short term water level observations. FIELD TESTS (HP) Hand Penetrometer (I) Taa`vane (DCP) Dynamic Cone Penetrometer PID} Photo -Ionization Dutector (OVA) Organic Vapor Analyzer DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine- grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS RELATIVE DENSITY OF COARSE -GRAINED SOILS (More than 50% retained on No. 200 sieve.) Density determined by Standard Penetration Resistance CONSISTENCY OF FINE-GRAINED SOILS (50% of more passing the No. 200 sieve) Consistency determined by laboratory shear strength testing, field visual -manual procedures or standard penetration resistance Descriptive Term (Density) Automatic Hammer SPT N -Value (Blows/Ft.) Descriptive Term (Consistency) Unconfined Compressive Strength Qu, (psf) Automatic Hammer SPT N -Value (Blows/Ft.) Very Loose < 3 Very Soft Less than 500 < 1 Loose 3 — 8 Soft 500 to 1,000 1 — 3 Medium Dense 8 — 24 Medium Stiff 1,000 to 2,000 3 — 6 Dense 24 — 40 Stiff 2,000 to 4,000 6 — 12 Very Dense > 40 Very Stiff 4,000 to 8,000 12 — 24 Hard > 8,000 > 24 RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) of Percent of Dry Weight Major Component of particle Size other constituent Sample Trace < 15 Boulders Over 12 in. (300 mm) With 15— 29 Cobble 12 in. to 3 in. (300 mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75 mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Term(s) of Percent of Dry Weight Ierm Particle Size other consituents Non -Plastic 0 Trace < 5 Low 1 — 10 With 5— 12 Medium 11 — 30 Modifier > 12 High > 30 1 ierracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Coarse -Grained Soils: More than 50% retained on No. 200 sieve Fine -Grained Soils: 50% or more passes the No. 200 sieve Gravels: More than 50% of coarse fraction retained on No. 4 sieve Sands: 50% or more of coarse fraction passes No. 4 sieve Silts and Clays: Liquid limit less than 50 Silts and Clays: Liquid limit 50 or more Clean Gravels: Less than 5% fines c Gravels with Fines: More than 12% fines c Clean Sands: Less than 5% fines ° Sands with Fines: More than 12% fines ° Inorganic: Organic: Inorganic: Organic: Highly organic soils: Primarily organic matter, dark in Based on the material passing the 3 -inch (75 -mm) sieve. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP -SC poorly graded sand with clay. 2 `D30 ' Cu = Dso/D10 Cc = D10 x Dso F If soil contains >_ 15% sand, add "with sand" to group name. G If fines classify as CL -ML, use dual symbol GC -GM, or SC-SM. Cu>_4and 1 <Cc_<<3E Cu < 4 and/or [Cc<1 or Cc>3.0] E Fines classify as ML or MH Fines classify as CL or CH Cu < 6 and/or [Cc<1 or Cc>3.0] E Fines classify as ML or MH Fines classify as CL or CH PI > 7 and plots on or above "A" PI < 4 or plots below "A" line" Liquid limit - oven dried I <0.75 Liquid limit - not dried PI plots on or above "K line PI plots below "A" line Liquid limit - oven dried Liquid limit - not dried color, and organic odor PT Peat H If fines are organic, add "with organic fines" to group name. If soil contains >_ 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. 1 If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. mlf soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. H PI >_ 4 and plots on or above "A" line. ° PI < 4 or plots below "A" line. P PI plots on or above "A" line. PI plots below"A" line. < 0.75 1[erracon GeoReport. Soil Classification Group Group Name a Symbol GW Well -graded gravel F GP GM GC Poorly graded gravel F Silty gravel F, G, H Clayey gravel F, G, H SW SP Well -graded sand SM SC Poorly graded sand! Silty sand G, H,1 Clayey sand G, H,1 CL ML OL CH MH Lean clay K. L, M Silt R, L, M Organic clay K, L, M, N Organic silt `' r L, M, o Fat clay ic, L, M Elastic Silt `" L, M Organic clay K, L, M, P Organic silt ., L, M, a OH PLASTICITY INDEX (PI) 60 50 40 — 30 20 10 7 4 0 For classification of fine-grained soils and fine-grained fraction of coarse -grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL -20) Equation of "U" - line Vertical at LL=16 to PI=7, then PI=0.9 (LL -8) MH or OH CL - ML ML or OL 0 10 16 20 30 40 50 60 LIQUID LIMIT (LLl 70 80 90 100 110 DESCRIPTION OF ROCK PROPERTIES 1ierracon GeoReport. WEATHERING Term Unweathered Slightly weathered Moderately weathered Description No visible sign of rock material weathering, perhaps slight discoloration on major discontinuity surfaces. Discoloration indicates weathering of rock material and discontinuity surfaces. All the rock material may be discolored by weathering and may be somewhat weaker externally than in its fresh condition. Less than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is present either as a continuous framework or as corestones. More than half of the rock material is decomposed and/or disintegrated to a soil. Fresh or discolored rock is present either as a discontinuous framework or as corestones. Highly weathered Completely weathered All rock material is decomposed and/or disintegrated to soil. The original mass structure is still largely intact. Residual soil Description All rock material is converted to soil. The mass structure and material fabric are destroyed. There is a large change in volume, but the soil has not been significantly transported. STRENGTH OR HARDNESS Extremely weak Very weak Weak rock Medium strong Strong rock Very strong Extremely strong Field Identification Indented by thumbnail Crumbles under firm blows with point of geological hammer, can be peeled by a pocket knife Can be peeled by a pocket knife with difficulty, shallow indentations made by firm blow with point of geological hammer Cannot be scraped or peeled with a pocket knife, specimen can be fractured with single firm blow of geological hammer Specimen requires more than one blow of geological hammer to fracture it Specimen requires many blows of geological hammer to fracture it Specimen can only be chipped with geological hammer Uniaxial Compressive Strength, psi (MPpl 40-150 (0.3-1) 150-700 (1-5) 700-4,000 (5-30) 4,000-7,000 (30-50) 7,000-15,000 (50-100) 15,000-36,000 (100-250) >36,000 (>250) DISCONTINUITY DESCRIPTION Fracture Spacing (Joints, Faults, Other Fractures) Description Extremely close Very close Close Moderate Spacing <' in (<19 mm) ' in — 2-1/2 in (19 - 60 mm) 2-1/2 in — 8 in (60 — 200 mm) 8 in — 2 ft. (200 — 600 mm) Bedding Spacing (May Include Foliation or Banding) Description Laminated Very thin Thin Medium Spacing < 1/2 in (<12 mm) %in-2in(12-50mm) 2 in — 1 ft. (50 — 300 mm) 1 ft. — 3 ft. (300 — 900 mm) Wide 2 ft. — 6 ft. (600 mm — 2.0 m) Thick 3 ft. — 10 ft. (900 mm — 3 m) Very Wide 6 ft. — 20 ft. (2.0 — 6 m) Massive > 10 ft. (3 m) Discontinuity Orientation (Angle): Measure the angle of discontinuity relative to a plane perpendicular to the longitudinal axis of the core. (For most cases, the core axis is vertical; therefore, the plane perpendicular to the core axis is horizontal.) For example, a horizontal bedding plane would have a 0 -degree angle. ROCK QUALITY DESIGNATION (RQD) 1 Description RQD Value (%) Very Poor 0-25 Poor 25-50 Fair 50-75 Good 75 — 90 Excellent 90 - 100 1 The combined length of all sound and intact core segments equal to or greater than 4 inches in length, expressed as a percentage of the total core run length. Reference: U.S. Department of Transportation, Federal Highway Administration, Publication No FHWA-NHI-10-034, December 2009 Technical Manual for Design and Construction of Road Tunnels — Civil Elements Very slight Slight DESCRIPTION OF ROCK PROPERTIES 1 Ferracon GeoReport WEATHERING Fresh Rock fresh, crystals bright, few joints may show slight staining. Rock rings under hammer if crystalline. Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline. Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer. Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull Moderate and discolored; some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. Moderately severe All rock except quartz discolored or stained. In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick. Severe All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left. Very severe All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with only fragments of strong rock remaining. Complete Rock reduced to "soil". Rock "fabric" no discernible or discernible only in small, scattered locations. Quartz may be present as dikes or stringers. HARDNESS (for engineering description of rock — not to be confused with Moh's scale for minerals) Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick. Hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen. Moderately hard Can be scratched with knife or pick. Gouges or grooves to 1/4 in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1 -in. maximum size by hard blows of the point of a geologist's pick. Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Can be carved with knife. Can be excavated readily with point of pick. Pieces 1 -in. or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail. Medium Soft Very soft Joint, Bedding, and Foliation Spacing in Rock Spacing Less than 2 in. 2 in. — 1 ft. 1 ft. —3 ft. 3 ft. — 10 ft. More than 10 ft. Joints Very close Close Moderately close Wide Very wide Bedding/Foliation Very thin Thin Medium Thick Very thick Spacing refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so. Rock Quality Designator (RQD) 1 RQD, as a percentage Exceeding 90 Diagnostic description Joint Openness Descriptors Openness Descriptor Excellent No Visible Separation 90-75 Good 75-50 Fair 50-25 Tight Less than 1/32 in. 1/32 to 1/8 in. Slightly Open Moderately Open Poor 1/8 to 3/8 in. Less than 25 Open Very poor 3/8 in. to 0.1 ft. RQD (given as a percentage) = length of core in pieces 4 inches and longer / length of run Moderately Wide Greater than 0.1 ft. Wide References: American Society of Civil Engineers. Manuals and Reports on Engineering Practice - No. 56. Subsurface Investigation for Design and Construction of Foundations of Buildings. New York: American Society of Civil Engineers, 1976. U.S. Department of the Interior, Bureau of Reclamation Engineering Geology Field Manual. EARTHWORK OBSERVATION REPORT Report Number: H8191053.0484 Service Date: 05/03/21 Report Date: 05/11/21 Task: Installation of Water and Sewer Lines 1[erracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL 33014-7541 305-820-1997 Client STRK Properties LLC Attn: Tejas Choksi 12845 NW 45TH AVE Bay#4 Opa-Locka, FL 33054 Project Warehouse and Office Complex 12845 NW 45th Ave Opa-Locka, FL Project Number: H8191053 As requested by Mr. Fernando with GD Construction (GDC), the General Contractor, a Terracon field representative visited the project site to verify the pressure test conducted by GDC on all Water and Fire main lines: In previous test pressure, performed on October 2020, we advise to contractor about of Summary works pending to complete on Water line before the last test: Works Actual state on 5/3/2021 Connect Hydrants at last point where the valves were located. After re -localization all Hydrants got connected and it were inspected by Fire department. Finish water line connecting building services and irrigation services (include: domestic meter and irrigation, pressure vacuum breaker, reduce pressure zone backflow preventer). All Water lines was connected to destination as Civil Plans refer (Flushing done). Some re -localization pending to update on plans and landscaping irrigation connection no included on Civil plans Chlorine test Pending with City Department Today, GD Contractor have tested the entire Waterline. They were injecting water and extracting air from water line. At 11:20 am test start and ressure were kept by two hours. Results are shown below: Record Gauge(PSI) Record Drop Theoretical # time pressure Drop press. 0 Ro 170 11:20 am R1 170 12:20 am 0 R3 Average 169 169.5 13:30 am 1 Allowed (No more than 5% of applied pressure) (PSI) Total drop press. in 2 hours 1 8.0 1. Maximum allowed leakage for main line (1755 feet of 8" diameter) was 1.19 GUHs 2. Maximum allowed leakage for main line (290 feet of 12" diameter) was 0.31 GUHs 3. Maximum allowed leakage for main line (21 feet of 4" diameter) was 0.10 GUHs 4. Total line maximum allowed leakage is 1.485 GUHs When pressure test reached 2 hours, pressure was release by Contractor up to reading on pressure gauge drop to cero. The test is satisfactory. Services: Terracon Rep.: Jose Posada Jimenez Reported To: Fernando Padron Contractor: GD Construction Report Distribution: (1) C&A Engineers, Inc., Pablo J. Carreno (1) GD Construction LLC, Alejandra Reyes (1) GD Construction LLC, EDUARDO S. GOMEZ Reviewed By: p,. GON2.... No. 45226 *n : !•* uti `„1 .40iiP.E.45226 'tit Department Manager III The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. iAlslUr9dri is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 Pressure te sting on Water -Fire line at Da te 2/15/21 re'" ,/A nano A wenva. u-mc+� . aiwv iorw�aorr MAArchlecGYe . a�iw1P1m°0NN �.� ® 6061.13. 4.2 24 (T. nv r.a•ise� nc urz'ai . 4-61 nAAr /�/✓ J NW 5! `� \`\`V,� .- .._. 111 ,1. Fei''�"�. . �y l .. .. { r.'ioaw nTrr - l ��.����/��//%�/���////i/i�// /// G$ `w� _ 1111_ . ,• _ I rrn.2210 6w .:,u ..oar A.01 ' - ,'�����r_�� 2 10 6.6 MI5 r � 11 1 . DU B 06 i 4 42• 1441,4141112444 lszmus a MOP C -.64.a r- 124. 11AY0 40. 46 0n Spl1.64:e csi..r M. • �I rsmv WO?rrwl MS `�s� 7xc Y4SD 6624 0".0.6 MID Rawwr r� w ,114142 OM r°4i i�i�roj xry l nc a¢ nwrrov,*ro _ �[I mrmN - / 000. in , Or ur 000 Ort ur Le ge nd ... +: ra F.vcwcwAfa.H :cwNA ncw �• \11 mP6.A.u, sdru re.A e - 6116 •.' -� SmrlcruRE N UMB ER Smucn r)Pe AP E avt tar AM O/R EC AQ N : •-..+'- -fVN � D. .4 _Q ,A, • 26 •M w ro a I \�) a r.r, C W ! i uT 1142. f➢AIXNf4W.Cw �1 ( •• ::• „' '9 y Max AM 00 IWC 2.0 5 x toot Ss s ,,- Maw 0 MOSS 604 ' • 11 a.rrsl J ea:)fiw >a -r 00 Ao • cv 1 . 02.44 .r 00 r wart. m/ 40 .. 0 •0 Warehouse & Office Comp 51RK Wop9nms U C _44,1%\a9n Aw eyN1,40 ,1 fi A yr , 00 600 rtna 1.214 .0 26 42;r� �. .or6 4444 WA,aw 11 AVM.wA „ 04 40 00 04. 0DD 000. aI(II4Af 6N Ya' RAN.-i4C LL axv s..aa�. M MGR 1 .4 n.r. .142 416 _r 0 a.u 'r uw1 Dt •. pFA R)RCE S7 RUCR. Wi hV. =n4NA ROY Cd464. (.K .. a2.4 a61, rtw .. GUYS Al. Fla �I� ' \;I r 4 . 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I .>r 6.6.26 .40,0 0/0401,0 ' a ne u I SS 0,0014 01000 00 0 Mr /170 mem MAIM Cc= •2 4.452/ 2 s N Z.606xu raw .r see Ar nor 9-.-..r, 0.0 Emma* xpMIPRE Asr 6.04. NOY . 660 24. 61 111 E AT Xx /..641(6 NJLC ..W'S SrMWO O!"rM 421.1. hew#w 5 Ril an O.... 0 t]tw 6: AW p6w wM) (ALM 0.0s AWY SM1Y.:1 c ?6..1126 R •4 44.A 1244.2 rtYu4042 A .fit [v ovAn 6 a,, (()L ' M1IA.6M1 f3) .f �i -''O Wareho use and Off ice Co mplex Test L ocati on Plan lierraco n Report Number: H8191053 .0484 12845 NW 45th Ave Technician: Jose Posada Jim enez 16200 NW 59th A ve Ste 106 Opa-Locka, FL Date: 05/03/21 Miami Lakes, FL 33014-7541 Scale: Not to Scal e 305-820-1997 BD000L, 08-24-13, Rev. 1 EARTHWORK OBSERVATION REPORT Report Service Date: Report Date: Task: H8191053.0484 05/03/21 05/11/21 Installation of Water and Sewer Lines lierracon 16200 NW 59th Ave Ste 106 Miami Lakes, FL 33014-7541 305-820-1997 Client STRK Properties LLC Attn: Tejas Choksi 12845 NW 45TH AVE Bay # 4 Opa-Locka, FL 33054 Project Warehouse and Office Complex 12845 NW 45th Ave Opa-Locka, FL Project Number: H8191053 Prepared test location. Photo No. 1 Photo No. 3 169 PSI recorded at 1:30 pm, two hours later. 170 PSI recorded at 11:20 am. Photo No. 2 Photo No. 4 Released pressure to cero on all Water Line Services: Terracon Rep.: Jose Posada Jimenez Reported To: Fernando Padron Contractor: GD Construction Report Distribution: (1) C&A Engineers, Inc., Pablo 7. Carreno (1) GD Construction LLC, Alejandro Reyes (1) GD Construction LLC, EDUARDO S. GOMEZ Reviewed By: N 0p,.GON2 No. 45226 IttotkAtolamcm , t, P.E. 45226 Depal�tfrient Manager III The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. lididiaaa is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 _AL InieC• -ralerei CERTIFICATION LETTER November 15, 2021 Owen H. Carney Sr. Public Works & Utilities Department City of Opa-Locka RE: Warehouse and Office Complex Opa-Locka, Miami -Dade County, Florida Corporate Office 8550 NW 33rd Street, Suite 202 Doral, Florida 33122 T 305.551.4608 F 305.551.8977 www.adaeng.net This letter will certify that I am an engineer licensed in the State of Florida, qualified by education and experience in the area of civil engineering and construction, and the Engineer of Record on this project, to the best of my knowledge and belief, the utilities such as water main and sanitary sewer system are located within the public Right -Of -Way. Sincerely, A.D.A. Engineering, Inc. Waddie Ruiz, P.E. Name of Professional Engineer \\\tylllllly//�I �� tiE p ... U12: &1_4 , •%s QO. 0 • • No.62714 \?� ST eeo F•' . 0RIDP• 17%S.* Signature 16 sicoVIal Engineer P.E. Lic. No. 62714 MIAMEDADE COUNTY miamidade.gov ORDINANCE 89-95 COMPLIANCE FORM Water and Sewer PO Box 330316 • 3575 S. Lejeune Road Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 Water Service Area 1 Opa-Locka Water SfrewerSerVios a Opa-Locka Sewer DATE: 02-20-2020 BLDG PROCESS #: M2020006512 0/L# 20-2020W-ORDL - 452 INVOICE(S)#: N00075952 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM PROJECT NAME: WAREHOUSE AND OFFICE COMPLEX M2020006512 PROJECT/ AGREEMENT NUMBER: 2020W PROJECT DESCRIPTION: W/S CC'S FOR 39,855 OFFICE & 70,853 SF WAREHOUSE FOR TOTAL 110,708 SF @ 4400 NW 133 ST,FOLIO 0821290000111,PROCESS M2020006512 Folio Address Zip Code Lot 1 Block Proposed Previous square square footage footage_ 0821290000111 1 4400 NW 133 ST 1 33054 M 1 B 1 110,708 1 0 THIS FORM ACKNOWLEDGES COMPLIANCE ON THE PART OF THE FOLLOWING WITH THE REQUIREMENTS IN ACCORDANCE WITH MIAMI- DADE COUNTY'S ORDINANCE NUMBER 89-95. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST" BE OBTAINED FROM D.E.R.M. SUBJECT TO RER'S TERMS AND CONDITIONS SET FORTH IN THE CONSENT DECREE (CASE NO. 1:12-CV-24400-FAM) OR DOH ONSITE SEWER TREATMENT & DISPOSAL SYSTEM RULES & STATUES. Proposed Use Warehouse/S.eculation Bld. 2 •.d/100 s. ft Office Buildin• 5 •.d/100 s. ft Square Footage/ # Units 70853 39855 Water Gallons Per Da 1,417 1,993 Sewer Gallons Per Da 1,417 1,993 Previous Use Square Footage / # Units Water Gallons Per Da Sewer Gallons Per Da Vacant Land 1 0 0 Water Service Area Net Water GPD Net Water Cost ($) Opa-Locka Water 3,410 $4,739.90 Net Sewer GPD Net Sewer Cost ($) _ Total Connection Charges ($) 1 Total Construction Connection Charges ($) (accrues interest daily) 1 Construction Connection Charges Status Sewer Service Area 3,410 $19,096.00 Sewer Basin Charge ($) Water Basin Charge $) Opa-Locka Sewer No No $23,835.90 $ 0.00 N/A Fixed Fee Item List Price ($) Total Quantity Total Fees ($) Ordinance Letter Water Onl Non -Residential Ordinance Letter Sewer Onl Non -Residential Water Allocation Certificate - Initial 75 75 90 Total Fixed Fee Total Ordinance Letter ($) 1.00 1.00 1.00 75.00 75.00 90.00 $ 240.00 $24,075.90 COMMENTS: Refunds are based on the date of payment and subject to State Statute 95-11. Some fees are not refundable. CUSTOMER NAME: CESAR NAVA Prepared by: Armando Rodriguez Printed Name of Reviewer CUSTOMER PHONE: 7862852384 Approved by: Evangelos Marsellos Printed Name of Supervisor Attached the Comprehensive Planning and Water Supply Certification Letter Page 1 of 2 MIAMI•DADE COUNTY miamidade.gov Water Supply Certification Number: WSC-2020W-ORDL - 452 Water Supply Certification Issued Date: 03.05.2020 01:26PM Building Process Number:M2020006512 Agent/Representative: Owner: CESAR NAVA Water and Sewer PO Box 330316 • 3575 S. Lejeune Road Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 Re: Adequate Water Supply Certification for the Project WAREHOUSE AND OFFICE COMPLEX M2020006512, Ordinance Letter Number The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Project Location Address Zip Code Lot Block Proposed square foots' e: Previous square foota . e 0821290000111 4400 NW 133 ST 33054 M B 110,708 0 Totals Proposed Use Square Footage/ # Units Water Gallons Per Da Warehouse/S•eculation Bld. 2 •.d/100 s• ft Office Buildin. 5 ..d/100 s. ft 70853 39855 1,417 1,993 Vacant Land 1 0 Total Water GPD (Proposed Use): Total Water Credit GPD (Previous Flow): Reserved Flow (Net Water): 3,410 0 3,410 The Department has evaluated your request pursuant to Policy CIE -5D and WS -2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13-00017-W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied for within 365 days of the date of issuance of said certification. If an Agreement is executed for the proposed project, the certification will remain active with the terms of the Agreement until such time as the building permit is applied for. If a building permit is applied for in accordance with the aforementioned conditions, this certification will remain active with the building permit process. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Should you have any questions regarding this matter, please contact Maria A. Valdes, Chief, Planning and Water Certification Section, (786) 552-8198 or via email at mavald@miamidade.gov. Sincerely, Armando Rodriguez New Business Representative Page 2 of 2 aceAnalytical www.pacelabs.com June 15, 2021 Eduardo Gomez GD Construction LLC 4400 NW 133rd Street Opa Locka, FL 33054 RE: Project: BACT - DAY 1 Pace Project No.: 35640462 Dear Eduardo Gomez: Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Enclosed are the analytical results for sample(s) received by the laboratory on June 14, 2021. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Ormond Beach • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Rossy Guima rossy.guima@pacelabs.com 954-582-4300 Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 13 aceAnalytical www.pacelabs.com CERTIFICATIONS Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Pace Analytical Services Ormond Beach 8 East Tower Circle, Ormond Beach, FL 32174 Alaska DEC- CS/UST/LUST Alabama Certification #: 41320 Arizona Certification# AZ0819 Colorado Certification: FL NELAC Reciprocity Connecticut Certification #: PH -0216 Delaware Certification: FL NELAC Reciprocity Florida Certification #: E83079 Georgia Certification #: 955 Guam Certification: FL NELAC Reciprocity Hawaii Certification: FL NELAC Reciprocity Illinois Certification #: 200068 Indiana Certification: FL NELAC Reciprocity Kansas Certification #: E-10383 Kentucky Certification #: 90050 Louisiana Certification #: FL NELAC Reciprocity Louisiana Environmental Certificate #: 05007 Maryland Certification: #346 Michigan Certification #: 9911 Mississippi Certification: FL NELAC Reciprocity Missouri Certification #: 236 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Montana Certification #: Cert 0074 Nebraska Certification: NE -OS -28-14 New Hampshire Certification #: 2958 New Jersey Certification #: FL022 New York Certification #: 11608 North Carolina Environmental Certificate #: 667 North Carolina Certification #: 12710 North Dakota Certification #: R-216 Ohio DEP 87780 Oklahoma Certification #: D9947 Pennsylvania Certification #: 68-00547 Puerto Rico Certification #: FL01264 South Carolina Certification: #96042001 Tennessee Certification #: TN02974 Texas Certification: FL NELAC Reciprocity US Virgin Islands Certification: FL NELAC Reciprocity Virginia Environmental Certification #: 460165 West Virginia Certification #: 9962C Wisconsin Certification #: 399079670 Wyoming (EPA Region 8): FL NELAC Reciprocity Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 13 aceAnalytical www.pacelabs.com SAMPLE SUMMARY Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID Matrix Date Collected Date Received 35640462001 GRAB 1 Water 06/14/21 13:42 06/14/21 17:45 35640462002 GRAB 2 Water 06/14/21 13:56 06/14/21 17:45 35640462003 GRAB 3 Water 06/14/21 14:06 06/14/21 17:45 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 13 aceAnalytical www.pacelabs.com SAMPLE ANALYTE COUNT Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID Method Analytes Analysts Reported Laboratory 35640462001 GRAB 1 SM 9223B GDV 2 PASI-SF 35640462002 GRAB 2 SM 9223B GDV 2 PASI-SF 35640462003 GRAB 3 SM 9223B GDV 2 PASI-SF PASI-O = Pace Analytical Services - Ormond Beach PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 13 aceAnalytical www.pacelabs.com ANALYTICAL RESULTS Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 1 Lab ID: 35640462001 Collected: 06/14/21 13:42 Received: 06/14/21 17:45 Matrix: Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH 8.87 Std. Units 1 06/14/21 13:42 Field Temperature 27.6 deg C 1 06/14/21 13:42 9223B TC/E.coli, MMO-MUG DW Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - South Florida Total Coliforms Absent E.coli Absent Date: 06/15/2021 02:51 PM 1 06/14/21 17:54 06/15/21 12:19 1 06/14/21 17:54 06/15/21 12:19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 13 aceAnalytical www.pacelabs.com c ANALYTICAL RESULTS Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 2 Lab ID: 35640462002 Collected: 06/14/21 13:56 Received: 06/14/21 17:45 Matrix: Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH 9.28 Std. Units 1 06/14/21 13:56 Field Temperature 26.9 deg C 1 06/14/21 13:56 9223B TC/E.coli, MMO-MUG DW Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - South Florida Total Coliforms Absent 1 06/14/21 17:54 06/15/21 12:19 E.coli Absent 1 06/14/21 17:54 06/15/21 12:19 REPORT OF LABORATORY ANALYSIS Date: 06/15/2021 02:51 PM This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 13 aceAnalytical www.pacelabs.com c ANALYTICAL RESULTS Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 3 Lab ID: 35640462003 Collected: 06/14/21 14:06 Received: 06/14/21 17:45 Matrix: Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH 9.12 Std. Units 1 06/14/21 14:06 Field Temperature 27.0 deg C 1 06/14/21 14:06 9223B TC/E.coli, MMO-MUG DW Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - South Florida Total Coliforms Absent E.coli Absent Date: 06/15/2021 02:51 PM 1 06/14/21 17:54 06/15/21 12:19 1 06/14/21 17:54 06/15/21 12:19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 13 aceAnalytical www.pacelabs.com QUALITY CONTROL DATA Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 QC Batch: 737865 Analysis Method: SM 9223B QC Batch Method: SM 9223B Analysis Description: TotCoIDW MBIO Total Coliform Laboratory: Pace Analytical Services - South Florida Associated Lab Samples: 35640462001, 35640462002, 35640462003 METHOD BLANK: 4025137 Matrix: Water Associated Lab Samples: Parameter 35640462001, 35640462002, 35640462003 Blank Reporting Units Result Limit MDL Analyzed Qualifiers E.coli Absent 06/15/21 12:19 Total Coliforms Absent 06/15/21 12:19 Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result. REPORT OF LABORATORY ANALYSIS Date: 06/15/2021 02:51 PM This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 8 of 13 aceAnalytical www.pacelabs.com QUALIFIERS Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS U Compound was analyzed for but not detected. REPORT OF LABORATORY ANALYSIS Date: 06/15/2021 02:51 PM This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 13 aceAnalytical www.pacelabs.com QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: BACT - DAY 1 Pace Project No.: 35640462 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID QC Batch Method Analytical QC Batch Analytical Method Batch 35640462001 GRAB 1 35640462002 GRAB 2 35640462003 GRAB 3 35640462001 GRAB 1 SM 9223B 737865 SM 9223B 737866 35640462002 GRAB 2 SM 9223B 737865 SM 9223B 737866 35640462003 GRAB 3 SM 9223B 737865 SM 9223B 737866 Date: 06/15/2021 02:51 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 10 of 13 WO#:35640462 ace a rca www PAC ELM MN Section A IIHN IIIIIIIIHM .fir arvur .'- 1. 1.0\..M.,‘4111 11L .•.. ..•__• ___ • v s-, • le Chain-of-Custodyis a LE GAL DOCU MENT. All r el evant fields must be completed accurately. t and acceptanc e of th e Pace Terms and Condition s found at https://info.p acelabs com/hubfs/pas-stand ard-terms .pdf . Requ ired Clie nt Information: 35640462 Secti on C Inv oice Informati on: Pag e Company: GO Constructio n Report T o: : 1 Of LLC Gom ez. Eduard o Attem!orr Address, 4 400 NW 133rd Street Copy T o: Company Nam e: Opa Locke, FL 33054 Address: Reg ulat ory Ag ency Email: egome z@gdco nstruc tionllc com Purchase Order*: Pac e Quote: Phone: 786-255-2212 Fax Project Nam e: Ba ct - Day 1 Pace Proj ect Ma nager- rOa ay .guima@pecelabs.com, State / Location 1 Re quested Due Date: Project 4: Pace Profile #: 16457 Requested Analysis.Filtered.(T/N) I MATRIX CODE MATRIX CODE (see valid codes to left) ISAMPLE TYPE (G=GRAB C=C OMP) COLLECTED SA MPLE TEMP AT COLLECTI ON N OF CONTAINERS1 Preservati ves Z _ > Drinking Wat er OW Water WT Waste Wat er WW Pro duct P SAMPLE ID Soil/So lid SL Oil oL START END HNO31 I HCI NaOH Na2S2O3 Other 1 Analyses Te at Total Coliform MMO Residual Chlorine (Y/N) 2 W ~ One Cha racte r pe r box. Wipe WP (A -Z, 0-9 / , -) Air AR Sample Ids must be unique Tissue TS DATE TIME DATE TIME a ?it T a ,e. O y _ c t 1 . •. �— - '•.,1\ .', Z.? `,3\Zu `\ " .. R 4 5 6 7 8 9 10 11 12 ADDITIO NAL COM MENTS RELINQUISHED BY/AFFILIATIO N DA TE TIME ACCEPT ED AFFILLIATITI ON D ATE 1 TIME S AMPLE CONO1TIONS S AMPLE c r"--\,-..i '`'! `'\ \ � ,BY�1 U�� \� 'Q Q/14 -11l741 1 ' ! p�j N O SAMPLER NA ME AND SIGNA TURE TE MP in C Received on Ice (Y/N) Custody Sealed Cooler (Y/N) . c PRINT Name of SAM PLER:'- . SIGNATURE of SA MPLER: DATE Sign ed: l -� ace Analytical" Florida Laboratory Document Name: Field Sampling Log Document Number: F -FL -C-022 rev.01 Date Revised: March 27, 2019 Issuing Authority: Pace Florida Quality Office Field Sampling Log Arrived on Site Date:kI 1l,-\( \ Time: \ .,.''Departed Site Date:%1\\I?_\ Time: \\-\�� Sampler's Signature ,.\\--....),., ,,,,, Sampler's Name `° \�^ 16,3 CLIENT NAME: (. (',,.c, �rA4,rti \ \ ( PROJECT NAME: — N ,....\),.. CLIENT CONTACT: \„t`4 Ate, C7kniA,"Z SITE CONTACT: Personnel on Site: \'S P0d�i\,\c, SITE Location: 1-\i-U) \"\3,\ 133 � � y�.� \ , Ambient Conditions: N .Ccs. �� f Brief Description of Field Activities: L \ - ( `� . �' `��Q%t c. \H --;‘ t% \�*AiN Field Equipment Used: c 1_ l Decon Procedures: Yes JON, If Yes. Please Describe Field Filtering: Yes 5" If Yes. Please Describe Sample Matrix: DW GW WW SU STW SO SE ML Physical Characteristics of Sample : Sampling Method: GRAB COMPOSITE Grab/Composite -or Composite Sampling; Document Sampling Procedure for Collecting a Representative Sample: QC Blanks: Precleaned EQB Field Cleaned EQB Field Blanks Trip Blanks QC Samples: Duplicate Split Samples(expla n) Replicate Samples Sampling Location Date and Time Parameters Appearance cy. Odor pH Temp °C Conductivity DO ~` r -N.. ,, T-arbiitdy_ ,\COs b(ttilZ) 1;1\•\` COQ Ceo\ 'i\one .t ci .Z .3 c. C• \k g10.t \ 1 GIB i\W\e `iLV 2_S.� 3,e, { CwttA. �� s`j(\1C V�� ed ‘Done \,1Z, Z -Z ,, l,I- Comoositn Aamniinn Compositor Set-up/Location Date Time Timed/Flow Flow Rate # Samples/Hour Compositor Breakdown Date Time Hours Sampled Drive time to site: c,,,, Drive time back to Lab 1.-\.. iNf is\ ther Notation's or Anomalies: PPagge-40_of-200 Pl Baurxber: ,/ Ice Analytical Document Name: Sample Condition Upon Receipt Form Document Revised: May 30, 2018 r Document No.: F -FL -C-007 rev 1 Wa# . 35640462 Project# Due Date: 06/22 /21 PM: RYA Project Manager: CLIENT: 36-WpLKIN Client: Thermometer Used: State of Ongin: Cooler #1 Temp.°C 1 i O /� p.° (Visual) (/ � (Correction Factor) y.,r (Actual) i Cooler #2 Temp.°C (Visual) (Correction Factor) (Actual) Cooler #3 Temp.°C (Visual) (Correction Factor) (Actual) Cooler#4 Temp.°C (Visual) (Correction Factor) (Actual) Cooler#5 Temp.°C (Visual) (Correction Factor) (Actual) Cooler#6 Temp.°C (Visual) (Correction Factor) (Actual) Courler: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial Pace Date: /7/ Issuing Authority: Pace Florida Quality Office (SOUR) Date and Initials of pergon: Examining contents: Label: Deliver: pH: Time: ✓ Initials: ❑ For WV projects, all containers verified to s6 °C Samples on ice, cooling process has begun ❑ Samples on ice, cooling process has begun ❑ Samples on ice, cooling process has begun ❑ Samples on ice, cooling process has begun ❑ Samples on ice, cooling process has begun ❑ Samples on ice, cooling process has begun ❑ Other Shipping Method: ❑ First Overnight ❑ Priority Overnight ❑ Standard Overnight 0 Ground 0 International Priority 0 Other Billing: 0 Recipient 0 Sender 0 Third Party 0 Credit Card 0 Unknown Tracking # Custody Seal on Cooler/Box Present: ❑Yes /No Seals intact: ❑ Yes 'No Ice: t Blue Dry None Packing Material: ❑Bubble Wrap ❑ Bubble Bags /None ❑Other Samples shorted to lab (If Yes, complete) Shorted Date: topC/ Shorted Time: F Comments: Chain of Custody Present es 0 No ❑N/A Chain of Custody Filled Out es 0 No ON/A . Relinquished Signature & Sampler Name COC ;Ores 0 No ON/A Samples Arrived within Hold Time es 0 No ON/A Rush TAT requested on COC 0Yes /No ON/A Sufficient Volume dlgYes 0 No ON/A Correct Containers Used jales D No ON/A Containers Intact }S'es 0 No ON/A Sample Labels match COC (sample IDs & date/time of collection) S'es 0 No ON/A All containers needing acid/base preservation have been checked. ❑Yes 0 No/N/A All Containers needingpreservation are found to be in compliance with EPA recommendation: ❑Yes 0 No N/A Exceptions: VOA, Coliform, TOC, O&G, Carbamates / Preservation Information Preservative: Lot #(trace #; Date: Time: Initials. Headspace in VOA Vials? (>6mm): ❑Yes 0 No /NIA Trip Blank Present: DYes 0 No 7N/A Client Notification) Resolution: Person Contacted: Comments/ Resolution (use back for additional comments): Date/Time: Project Manager Review: Date: Page 13 of 13 aceAnalytical c www.pacelabs.com June 17, 2021 Eduardo Gomez GD Construction LLC 4400 NW 133rd Street Opa Locka, FL 33054 RE: Project: BACT- DAY 2 Pace Project No.: 35640783 Dear Eduardo Gomez: Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Enclosed are the analytical results for sample(s) received by the laboratory on June 15, 2021. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Ormond Beach • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Rossy Guima rossy.guima@pacelabs.com 954-582-4300 Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 1 of 14 (/ eAnaIYticaI www.pacelabs.com CERTIFICATIONS Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Pace Analytical Services Ormond Beach 8 East Tower Circle, Ormond Beach, FL 32174 Alaska DEC- CS/UST/LUST Alabama Certification #: 41320 Arizona Certification# AZ0819 Colorado Certification: FL NELAC Reciprocity Connecticut Certification #: PH -0216 Delaware Certification: FL NELAC Reciprocity Florida Certification #: E83079 Georgia Certification #: 955 Guam Certification: FL NELAC Reciprocity Hawaii Certification: FL NELAC Reciprocity Illinois Certification #: 200068 Indiana Certification: FL NELAC Reciprocity Kansas Certification #: E-10383 Kentucky Certification #: 90050 Louisiana Certification #: FL NELAC Reciprocity Louisiana Environmental Certificate #: 05007 Maryland Certification: #346 Michigan Certification #: 9911 Mississippi Certification: FL NELAC Reciprocity Missouri Certification #: 236 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Montana Certification #: Cert 0074 Nebraska Certification: NE -OS -28-14 New Hampshire Certification #: 2958 New Jersey Certification #: FL022 New York Certification #: 11608 North Carolina Environmental Certificate #: 667 North Carolina Certification #: 12710 North Dakota Certification #: R-216 Ohio DEP 87780 Oklahoma Certification #: D9947 Pennsylvania Certification #: 68-00547 Puerto Rico Certification #: FL01264 South Carolina Certification: #96042001 Tennessee Certification #: TN02974 Texas Certification: FL NELAC Reciprocity US Virgin Islands Certification: FL NELAC Reciprocity Virginia Environmental Certification #: 460165 West Virginia Certification #: 9962C Wisconsin Certification #: 399079670 Wyoming (EPA Region 8): FL NELAC Reciprocity Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 2 of 14 aceAnalytical www.pacelabs.com SAMPLE SUMMARY Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID Matrix Date Collected Date Received 35640783001 GRAB 1 35640783002 GRAB 2 35640783003 GRAB 3 Drinking Water Drinking Water Drinking Water 06/15/21 15:07 06/15/21 15:17 06/15/21 15:29 06/15/21 18:50 06/15/21 18:50 06/15/21 18:50 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 3 of 14 l -aceAnalytical www.pacelabs.com SAMPLE ANALYTE COUNT Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID Method Analytes Analysts Reported Laboratory 35640783001 GRAB 1 SM 9222B GDV 1 PASI-SF SM 9222G GDV 1 PASI-SF 35640783002 GRAB 2 SM 9223B GDV 2 PASI-SF 35640783003 GRAB 3 SM 9223B GDV 2 PASI-SF PASI-O = Pace Analytical Services - Ormond Beach PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 4 of 14 aceAnalytical www.pacelabs.com ANALYTICAL RESULTS Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 1 Lab ID: 35640783001 Collected: 06/15/21 15:07 Received: 06/15/21 18:50 Matrix: Drinking Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH Field Temperature 8.62 Std. Units 26.2 deg C 1 1 06/15/21 15:07 06/15/21 15:07 9222B Total Coliform, MF DW Analytical Method: SM 9222B Preparation Method: SM 9222B Pace Analytical Services - South Florida Total Coliforms 1.0 U CFU/100 mL 1.0 1.0 1 06/15/21 19:21 06/16/21 18:06 9222G Ecoli DW Confirmation SF Analytical Method: SM 9222G Preparation Method: SM 9222G Pace Analytical Services - South Florida E.coli 1.0 U CFU/100 mL 1.0 1.0 1 06/15/21 19:21 06/16/21 18:06 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 14 Date: 06/17/2021 04:35 PM aceAnalytical www.pacelabs.com ANALYTICAL RESULTS Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 2 Lab ID: 35640783002 Collected: 06/15/21 15:17 Received: 06/15/21 18:50 Matrix: Drinking Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH 9.15 Std. Units 1 06/15/21 15:17 Field Temperature 25.8 deg C 1 06/15/21 15:17 9223B TC/E.coli, MMO-MUG DW Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - South Florida Total Coliforms ABSENT E.coli ABSENT Date: 06/17/2021 04:35 PM 1 06/15/21 18:55 06/16/21 13:09 1 06/15/21 18:55 06/16/21 13:09 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 6 of 14 ( eAnaIYticaI www.pacelabs.com ANALYTICAL RESULTS Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Sample: GRAB 3 Lab ID: 35640783003 Collected: 06/15/21 15:29 Received: 06/15/21 18:50 Matrix: Drinking Water Parameters Results Units PQL MDL DF Prepared Analyzed CAS No. Qual Field Data Analytical Method: Pace Analytical Services - Ormond Beach Field pH 8.97 Std. Units 1 06/15/21 15:29 Field Temperature 26.1 deg C 1 06/15/21 15:29 9223B TC/E.coli, MMO-MUG DW Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - South Florida Total Coliforms ABSENT E.coli ABSENT 1 06/15/21 18:55 06/16/21 13:09 1 06/15/21 18:55 06/16/21 13:09 REPORT OF LABORATORY ANALYSIS Date: 06/17/2021 04:35 PM This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 7 of 14 aceAnalytical www.pacelabs.com QUALITY CONTROL DATA Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 QC Batch: 738571 Analysis Method: SM 9222B QC Batch Method: SM 9222B Analysis Description: 9222B MBIO Total Coliforms Laboratory: Pace Analytical Services - South Florida Associated Lab Samples: 35640783001 METHOD BLANK: 4029160 Matrix: Water Associated Lab Samples: 35640783001 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers Total Coliforms CFU/100 mL 1.0 U 1.0 1.0 06/16/21 18:06 Results presented on this page are in the units Indicated by the "Units" column except where an altemate unit is presented to the right of the result. Date: 06/17/2021 04:35 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 8 of 14 aceAnalytical www.pacelabs.com QUALITY CONTROL DATA Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 QC Batch: 738647 Analysis Method: SM 9223B QC Batch Method: SM 9223B Analysis Description: TotColDW MBIO Total Coliform Laboratory: Pace Analytical Services - South Florida Associated Lab Samples: 35640783002, 35640783003 METHOD BLANK: 4029620 Matrix: Water Associated Lab Samples: 35640783002, 35640783003 Blank Reporting Parameter Units Result Limit MDL Analyzed Qualifiers E.coli ABSENT 06/16/21 13:09 Total Coliforms ABSENT 06/16/21 13:09 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS Date: 06/17/2021 04:35 PM This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 9 of 14 aceAnalytical www.pacelabs.com QUALIFIERS Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL -Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS U Compound was analyzed for but not detected. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 10 of 14 Date: 06/17/2021 04:35 PM ace Analytical www.pacelabs.com QUALITY CONTROL DATA CROSS REFERENCE TABLE Project: BACT- DAY 2 Pace Project No.: 35640783 Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Lab ID Sample ID QC Batch Method Analytical QC Batch Analytical Method Batch 35640783001 GRAB 1 35640783002 GRAB 2 35640783003 GRAB 3 35640783001 GRAB 1 SM 9222B 738571 SM 9222B 738573 35640783001 GRAB 1 SM 9222G 738594 SM 9222G 738597 35640783002 GRAB 2 SM 9223B 738647 SM 9223B 738648 35640783003 GRAB 3 SM 9223B 738647 SM 9223B 738648 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 11 of 14 Date: 06/17/2021 04:35 PM .2eAnalytrca! www pneLses co x S WO#'35640783 II�IIIII IIIIIIIIIIIIII :HAIN- OF-CUSTODY / Analytical R equest D ocument le Chain -of -Custody is a LEGAL DOCUMENT . All relevant fields must be completed accurately. and acceptance of th e Pace Term s and Conditions f ound at https://inf o.pac el ab s.comlhubf sfpas-standard-terms.pdf. Section A Required Clien t In formation: . _- - R equired Proj ect Information: Secti on C Invoic e Inf ormation: Page : 1 Of 1 Company: GD Construction LLC R eport To: Gomez, Eduardo Attenti on: Address: 4400 NW 133rd Stre et Copy To: Company Na me: Opa Loc ka, FL 33054 Address: Regulatory Agency Email: eoomez @adconstructionllc com Purchase Order 6: Pace Q uote: Phon e: 786-255-2212 Fax: Pr oject N ame: Ba ct - Day 2 Pace Project Manager: rossy .guima@paceVabs.com, Stat e/ Loc ation Requested Due Date: Pr oject k Pace Profil e 5: 16457 Request ed Analysi s Filtered (Y/N) * w ~ SAMPLE ID One Character per box. (A -Z, 0-9/, -) Sa mple Ids must be u nique MATRI X c000 Drinking W ater OW Water NT Waste Water WW sow smid SL O il OL Wipe WP Air AR Other OT Tissue To MATRIX CODE (see valid c odes to l eft) SAMPLE TYPE ( G= GRAB C=C OMP) COLLECTED SAMPLE TEMP AT COLLECTION # OF CONTAINERS Preservati ves 2 5 --- START END Unpreserved c 0 = £ONHI HCI NaOH Na2S2O3 Pelhanol L_ O IAnalyses Test ITotal Coliform MMO R esidual Chlorine (Y/N) I D ATE TIME DATE TI ME 1 a z C, - 3 ...C.1\\ , � 2 n \ I. �h ' \-_,,s-A.1 1 3 C: -. \,',,z, a +_ \ 5 `'( , 1 1 x 4 5 6 7 8 9 10 11 12 ADDITION AL: COMMENTS R fl:WOUISN ED BY !AFFILIA TION TIM E ACCEPTED BY/ AFFILI ATI ON DA TE T1MMEE, / SA MPLE CON DITIONS \. `.,� . r''',, / Y r{<'L-� (� pDA TE C,I>>1 �\ ` >C, ,-� C v ?c6:C4? fi LL t / j L -l./ /Vj rl"j to di iv SAMPLER NAME AND SIG NA TURE TE MP in C 0 c8 occi 8 ? = vo c ?" PRINT Name of SAMPLER: ? _ _ J SIGNATURE of SA MPLER: , �::-., DATE Signed;C' i.'1 x 1 -, •:- Pt 40 Docume nt Name: Sample Con dition Upon Receipt Form £ RareAnalyflca! Document No.: F -FL -C-007 rev. 13 Project # Project Manager: Client: Thermometer Used: I -r-Q W0 :35640783 pM; RYG Due Date: 06/23/21 CLIENT: 36-WALKIN Date PK")) Docum ent Revised: May 30, 20111 ssu ng utiorty: Pace Florida Quality Office .CUR) Date and Initials of Examining contents: Label: Time: Initials: rson: State of Origin: ❑ Fo r VW projects, all containers v erified to s6 °C Cooler #1 Temp,'C �. , (Q (Visual) , v (Co rrection Factor) t I (Actual) 4 Samples on ice, cooling process has begun Cooler #2 Temp.°C (Visual) (Correction Factor) (Actual) ❑ Samples on ice, cooling process has begun Cooler #3 Temp.°C (Visual) (Correction Factor) (Actual) ❑ Samples on ice, cooling process has begun Cooler #4 Temp.°C (Visual) (Correction Factor) (Actual) ❑ Samples on ice, cooling process has begun Cooler #5 Temp.°C (Visual) (Correction Factor) (Actual) 11Samples on ice, cooling process has begun Cooler #6 Temp.°C (Visual) (Correction Factor) (Actual) ❑ Samples on ice, cooling process has begun Courier: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial/ Pace ❑ Other Shipping Method: ❑ First Overnight 0 Priority Overnight 0 Standard Overnight 0 Ground 0 International Priority ❑ Other Billing: 0 Recipient 0 Sender 0 Third Party 0 Credit Card 0 Unknown Tracking # Custody Seal on Cooler/Box Present: ❑Yes /No Packing Material: ❑Bubble Wrap ❑ Bubble Bags /None Samples shorted to lab (If Yes, complete) Shorted Date: • Seals Intact: ❑ Yes ❑ No Other Ice: Vet Blue Dry None Shorted Time: iI Qty: J Chain of Custody Present jiYes 0 No ❑N/A Chain of Custody Filled Out ) 'es 0 No ❑ N/A Relinquished Signature & Sampler Name CO C /Yes 0 No ❑ N/A Samples Arrived within Hold Time tes ❑/No ON/A Rush TAT requested on COC ❑Yes ,t�1 No ❑N/A Sufficient Volume .Yes 0 No ❑N/A Correct Containers Used JeYes 0 No ❑N/A Containers Intact gces 0 No ❑N/A Sample Labels match COC (sample IDs & date/lime of colle ction) f (es 0 No ❑ N/A All containe rs nee ding acid/base pre servation have been / checked. 0Yes 0 NoV/A All Co ntainers needing preservation are found to be in compliance with EPA recomme ndation: ❑Yes 0 No �I(I/A Exceptions: VOA, Collform, TO G, O &G, Carbamates / Pres ervati on Information: Preservative: Lot #/Trace it: Date: Time: initials: Headspace in VOA Vials? (>6mm): ❑ Yes 0 No IN/A Trip Blank Present: ❑Yes 0 No IN/A Client No tification/ Resolution: Person Contacted: Co mments/ Resolution (use back for additional co mments): Date/Time: Project Manager Review: Date: ba 6e aceAnalytical Florida L aboratory Document Name: Field Sampling Log Date Revised: March 27, 2019 Document Number: F -FL -C-022 rev.O1 Issuing Authority: Pace Florida Quality Office Fie ld Sampling L og Arrived on Site Date:/I ,S(Z I Time: \ Sic, Departed Site Dater(\ '?\Time: \Sr Sampler's Signature � Sampler's Name CLIENT NAME: C., �.,;� r,,,A-c _LC_. PROJECT NAME: CLIENT CONTACT:SITE CONTACT: Personnel on Site: SITE Location: Ambient Conditions: �`,Sts\w-4,,.) Brief Description of Field Activities: Field Equipment Used:0\- Decon Procedures: Yes If Yes. Please Describe Field Filtering: Yes If Yes. Please Describe Sample M atrix: DW GW WW SU STW SO SE ML CC/ft!) V\� Physical Characteristics of Sample : Sampling M ethod: GRAB )(NN COMPOSITE Grab/Composite For Composite Sampling; Document Sampling Procedure for Collecting a Representative Sample: QC Blanks: Field Blanks Precleaned EQB Trip Blanks QC Samples: Duplicate Field Cleaned EQB Replicate Samples Split Samples(expla n) Sampling Location Date and Time Pa rameters Appearance Odor pH Temp °C Conducti vity DO ON\ 5, -r sk \e T urbicrity a.,,\„, 1... 4151?_\ 1 �` czQ -'� ,{\,,,. k-m\\%\., ,,,.-,:)--L .?R, .?R,?„, �. ii< p„,,,, cx`' z,j 15 (� 1 1Sti- HC_ z,c y, 1\an, �,1 -?,_,,g L-\;<, c, t6 . Zil Si a \ Jal, C,Z (:. \ k,�� r\e,, Ni. VICi 2G A D , C j Compo site Sampling Co mpositor Set-up/Location Date Time Timed/Flow Flow Rate # Samples/Hour Compositor Breakdown Date Time Hours Sampled a Drive time to site: , c•,\): c\ Drive time back to Lab �� j s' Other Notation's or Anomalies: Pa ge 42 of 200 Book N umber: MIAMI-DADE WATER & SEWER DEPARTMENT ': METER OPERTATIONS & MAINTENANCE I MIAMMADE CROSS -CONNECTION CONTROL UNIT COUNTY 1001 N.W.111h STREET, MIAMI, FL 33136-2209 Phone (305) 547-3046 Fax (786)268-5485 1 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM ADDRESS OF DEVICE: 4400 v 133 ST OWNER nF DEVICE: N4.\-.,tc,I \11*_sx_Ma,A S OWNER CONTACT. Sae."-(.. PHONE.. loS - , at -s-6).‘ FAX. �� ADDRESS 01' OWNNER: �` �S ZIP CODE -1 130614 2 NAME TESTS : E So- .- caj�k1� CERTIFICATION II 1bS Ie EXPIRATION DATE:: - 1' 23 PHONE - Sob' 12b-6t%I UUSINES AA1E. Cro5S C•nrt,j-e%, I o v BUSINESS ADDRESS 1 Q3no ...I 'tk . -v 5-'-,- LIP f"i)DE 3'5►4 4 3 /At( TEST KI1 MAKE: WNTd%.,/i MODEL N S 3 4 I SERIAL N V 1 II6(88 DATE i AST CAI. 3-2I Si T E I I)L:E /NO TEST PLEASE MARK: R.P. 1/' D.C. P.V.B. 4 MAKE OF ASSEMBLY Ai.ins MODEL NO: 40e0 SS SERIAL 1. 132 Z.11 SIZE: 4.0 LOCATION OF ASSEMBLY. t.c.sI✓ ro 1tn-� HAZARD/SERVICE- � -Pb METER NO. . INITIAL TEST: ANNUAL TEST DATE 9ETESTla0_ 2 1 METER RFD CA ,,J '1 SHUT OFF VALVE #1: SHUT OFF VALVE p2: LINE PRESSURE: S. 5. PRESSURE STABLE: _ NO CLOSED TIGHT: ------- CLOSED TIGHT: LEAKED: LEAKED: D.C.V.A, R.P.Z.A. P.V.B. i_ CHECK VALVE NO. 1 CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: / 9 • Closed Tight: g FAILED TO OPEN: IA11EO rooPEN ___, LEAKED: Leaked: Leaked: n OPENED AT: )-3 PSI. OPENED AT: PSI HELD AT PSI PRESSURE DIFFERENTIAL ACROSS CHECK g. s PSI PRESSURE DIFFERENTIAL ACROSS CHECK g-.0 PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS/REASON FOR FAILURE (IF APPARENT): ;I ii CHECK VALVE NO.1 CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE P.V.B. REPAIRS CLEANED: _,___ CLEANED: CLEANED. ; CLEANED:.,.._.., REPLACED. REPLACED: REPLACED: ' __._. REPLACED: fl I D.C.V.A, R.P.Z.A. P.V.B. J RETEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN: FAILEDTDOPEN LEAKED. Leaked: Leaked: OPENED AT: PSI OPENED AT: PSI HELD Al PSI PRESSURE DIFFERENTIAL ACROSS CHECK PSI PRESSURE DIF FERENTIAL ACROSS CHECK PSI I CERTIFY THAT I HAVE TESTED THE ABOVE ASSEMBLY IN ACCORDANCE WITH THE A.W.W.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABILITIES. SIGNATURE OF CERTIFIEDDTESTER: — DATE: - 3 e **I'll .....10.—.-- __a ■ 1,—,i..,:.1 NOTE: T COMPLETED IN ITS ENTIRETY, INCOMPLETE TEST FORMS WILL BE RETURNED. Revised: 12/15/11 e -mall: CCC@miamidade.gov web: www.miamidade.gov/wasd/cross-connection. asp WHITLAM Safety Data Sheet SDS ID: Stock Code BD Revision date: February 7, 2020 Section 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product name: Synonyms: Chemical family: Producer: "Black Dragon" Black Gilsonite Asphalt Paint None Petroleum Hyrdrocarbon J.C. Whitlam Manufacturing Company 200 West Walnut Street P.O. Box 380 Wadsworth, Ohio 44282-0380 www.jcwhitlam.com Telephone: 330-334-2524 Available during normal business hours Emergency: 330-334-2524 Available during normal business hours Section 2. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW Harmful or fatal if swallowed. Vapors harmful. May irritate eyes or skin. GHS Label elements, including precautionary statements DANGER - Causes damage to organs through prolonged or repeated exposure. May be fatal if swallowed and enters airways. Flammable liquid and vapor. Precautionary Statements: Do not breathe dust/fume/gas/mist/vapors/spray. Wash face, hands and any exposed skin thoroughly after handling. Do not eat, drink or smoke when using this product. Keep away from heat/sparks/open flames/hot surfaces. Keep container tightly closed when product is not in use. Ground/bond container and receiving equipment. Use explosion -proof electrical/ventilating/lighting/equipment. Use only non -sparking tools. Take precautionary measures against static discharge. Wear protective gloves/protective clothing/eye protection/face protection. Inhalation: Ingestion: Skin contact: Asphalt fumes cause irritation to the mucous membranes of the respiratory tract and may cause nausea, dizziness and headache. Ingestion is considered unlikely. Immediately call a POISON CENTER or doctor/physician. Do NOT induce vomiting Contact with hot asphalt may result in thermal burns of the skin. Prolonged contact at ambient temperatures may result in irritation or inflammation. Allergic skin reactions may occur on occasion and the skin may become sensitized. Eye contact: Conjunctivitis, irritation, tearing and burns by molten product. Carcinogenic: No data available. J.C. Whitlam Black Dragon — Black Gilsonite Asphalt Paint Page 1 of 6 Section 3. COMPOSITION / INFORMATION ON INGREDIENTS Material information: Name CAS No. Weight % Asphalt (at Ambient Temperature) 8052-42-4 50 - 60% Mineral Spirits (with < 0.1% Benzene) 8052-41-3 40 - 50% Nonane 111-84-2 0 - 10% Trimethyl Benzene (mixed Isomers) 25551-13-7 0 - 10% Section 4. FIRST AID MEASURES Inhalation: Move to fresh air in case of accidental inhalation of vapors. If continued difficulty with breathing is experienced, get medical attention immediately. Skin contact: Wash thoroughly with soap and water. Remove contaminated clothing and shoes. Wash contaminated clothing before reuse. In the case of skin irritation or allergic reactions see a physician. Ingestion: Not an expected route of exposure. If swallowed, do not induce vomiting. Get medical attention immediately. Eye contact: In the case of contact with eyes, rinse immediately with plenty of water and seek medical advice. General advice: Contains petroleum distillate. Harmful or fatal if swallowed. Vapor harmful. May affect the brain or central nervous system causing dizziness, headache, or nausea. Reports have associated repeated and prolonged occupational exposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling contents may be harmful or fatal. Section 5. FIREFIGHTING MEASURES Suitable extinguishing media: Dry chemical. Carbon dioxide (CO2). Sand. Use foam or water FOG as a last resort. Unsuitable extinguishing media: Do not use a solid water stream as it may scatter and spread fire. Specific hazards: No information is available. Special protective equipment for firefighters: As in any fire, wear self-contained breathing apparatus pressure -demand, MSHA/NIOSH (approved or equivalent) and full protective gear. FIRE NFPA rating: HMIS rating: Health: 2 2 Flammability: 2 2 Instability/reactivity: 0 0 Other: N/A N/A SPECIAL J.C. Whitlam Black Dragon — Black Gilsonite Asphalt Paint Page 2 of 6 Section 6. ACCIDENTAL RELEASE MEASURES Personal Precautions: Large Spill: Methods for Containment and Clean up No action should be taken involving any personal risk or without suitable training. Use personal protective equipment as required. Eliminate all ignition sources (no smoking, flares, sparks or flames in immediate area). Avoid release to the environment. Prevent further leakage or spillage if safe to do so. Prevent product from entering sewers, drains, or waterways. Local authorities should be advised if significant spillages cannot be contained. Contain spillage with non-combustible absorbent material, e.g. sand, earth, diatomaceous earth, vermiculite. Pick up the absorbed material (described just above) and transfer to properly labeled containers for disposal according to local and/or national regulations. Section 7. HANDLING AND STORAGE Handling: Storage: Use personal protective equipment as required. Remove all sources of ignition. Use only outdoors. All equipment used when handling the product must be grounded. Keep containers tightly closed in a cool, dry, well -ventilated place. Keep away from heat, sparks, flame and other sources of ignition. Use spark -proof tools and explosion -proof equipment. Section 8. EXPOSURE CONTROLS / PERSONAL PROTECTION Occupational Exposure Limits: Name ACGIH® TLV® OSHA PEL NIOSH IDLH Asphalt (at Ambient Temperature) 8052-42-4 TWA: 0.5 mg/m3 benzene soluble aerosol fume, inhalable fraction - Ceiling: 5 mg/m3 fume 15 min Mineral Spirits (with < 0.1% Benzene) 8052-41-3 TWA: 100 ppm TWA: 500 ppm TWA: 2900 mg/m3 (vacated) TWA: 100 ppm (vacated) TWA: 525 mg/m3 IDLH: 20000 mg/m3 Ceiling: 1800 mg/m3 15 min TWA: 350 mg/m3 Nonane 111-84-2 TWA: 200 ppm (vacated) TWA: 200 ppm (vacated) TWA: 1050 mg/m3 TWA: 200 ppm TWA: 1050 mg/m3 Trimethyl Benzene (mixed Isomers) 25551-13-7 TWA: 25 ppm (vacated) TWA: 25 ppm (vacated) TWA: 125 mg/m3 - Note: Most OSHA exposure limits included as guideline information. Engineering measures: shown about are 1989 PEL's vacated by the U.S. Court of Appeals. These are Enforceable limits may be less stringent or are not established. Use natural cross ventilation, local (mechanical) pick-up, and/or general area mechanical cross ventilation. Ventilation pattern should be designed to prevent accumulation of solvent vapors. Ventilation must be sufficient to maintain solvent vapor concentrations below the TWA limits outlined above. PERSONAL PROTECTIVE EQUIPMENT Respiratory protection: Skin and body protection: No protective equipment is needed under normal use conditions. If exposure limits are exceeded or irritation is experienced, a NIOSH/MSHA approved respiratory protection should be worn. Wear protective gloves and protective clothing that is resistant to chemical penetration. J.C. Whitlam Black Dragon — Black Gilsonite Asphalt Paint Page 3 of 6 Eye protection: Glasses, goggles or full face shield. Do not wear contacts lenses. Hygiene measures: Avoid repeated or prolonged skin exposure. Wash hands before eating, drinking, smoking, or using toilet facilities. Promptly remove contaminated clothing and launder before reuse. Section 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance: Physical state (solid/liquid/gas): Substance type (pure/mixture): Color: Odor: Molecular weight: pH: Boiling point/range (5-95%): Melting point/range: Decomposition temperature: Specific gravity: Vapor density: Vapor pressure: Evaporation rate (Butyl acetate= 1): Flash point, method used: Water solubility: VOC Content: Auto -ignition temperature: Flammable limits in air — lower (%): Flammable limits in air — upper (%): Black viscous fluid Liquid Mixture Black Petroleum Not Available Not applicable 350° (177°C) Not Available Not Available 0.91 (H20 = 1) >3(AIR = 1) 2.6 mm Hg <1 105°F (40.5°C) ASTM D-92 <0.1% <340 grams/liter 473°F (245°C) 0.7 6.0 Note: Asphalt is a native mixture of hydrocarbons which occurs as an amorphous, brownish - black solid or semi -solid. Asphalt results from evaporation of the lighter hydrocarbons from petroleum and partial oxidation of the residue. Petroleum asphalt, thus, should be differentiated from tar or pitch, which results from the destructive distillation of coal. Section 10. STABILITY AND REACTIVITY Reactivity: Stability: Possibly hazardous reactions: Conditions to avoid: Incompatible Materials: Hazardous decomposition products: Polymerization: No data available Stable under recommended storage conditions No data available Avoid static discharge. Avoid heat, sparks, and open flame. Strong acids. Strong oxidizing agents. Combustion may produce carbon monoxide, carbon dioxide, and other asphyxiants. Will not occur. • J.C. Whitlam Black Dragon — Black Gilsonite Asphalt Paint Page 4 of 6 Section 11. TOXICOLOGICAL INFORMATION Chemical Name __ _ Oral LD50 _ Dermal LD50 Inhalation LC50 Asphalt (at Ambient Temperature) 8052-42-4 > 5000 mg/kg (Rat) > 2000 mg/kg (Rabbit) - Nonane 111-84-2 - - = 3200 ppm (Rat) 4 h Trimethyl Benzene (mixed Isomers) 25551-13-7 = 8970 mg/kg (Rat) - - Chronic toxicity: Unknown except those secondary to inhalation, ingestion or skin contact. Sensitization: May cause sensitization of susceptible persons. Section 12. ECOLOGICAL INFORMATION Ecotoxicity effects: 98.684% of the mixture consists of components(s) of unknown hazards to the aquatic environment Persistence Degradability: No data available Section 13. DISPOSAL CONSIDERATIONS Cleanup Disposal should be in accordance with applicable local, regional, national considerations: and international laws and regulations. Section 14. TRANSPORT INFORMATION According to DOT regulations, this product is only considered hazardous when being transported in (a) container(s) whose volume(s) exceed(s) one hundred nineteen (119) gallons (450 liters). For Containers Exceeding 119 Gallons: Hazmat Description & Proper Shipping Name: Flammable liquid, (Petroleum distillates) ID Number: NA Hazard Class: 3 Packing Group: PG 111 Section 15. REGULATORY INFORMATION International Inventories TSCA All of the components of this product are listed on the US TSCA (Toxic Substances Control Act) Inventory or are exempt. DSL/NDSL All of the components of this product are listed on the DSL. US Federal Regulations SARA 313 Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA). This product does not contain any chemicals which are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations, Part 372. SARA 311/312 Hazard Categories Acute health hazard Yes Chronic Health Hazard Yes Fire hazard Yes Sudden release of pressure hazard No Reactive Hazard No J.C. Whitlam Black Dragon - Black Gilsonite Asphalt Paint Page 5 of 6 CWA (Clean Water Act) This product does not contain any substances regulated as pollutants pursuant to the Clean Water Act (40 CFR 122.21 and 40 CFR 122.42) CERCLA This material, as supplied, does not contain any substances regulated as hazardous substances under the Comprehensive Environmental Response Compensation and Liability Act (CERCLA) (40 CFR 302). US State Regulations California Proposition 65 This product does not contain any Proposition 65 chemicals U.S. State Right -to -Know Regulations This roduct contains the following substances regulated by various State Right -to -Know regulations. Chemical Name New Jersey Massachusetts Pennsylvania Asphalt (at Ambient Temperature) 8052-42-4 X X X Mineral Spirits (with < 0.1% Benzene) 8052-41-3 X X X Nonane 111-84-2 X X X Trimethyl Benzene (mixed Isomers) 25551-13-7 X X X U.S. EPA Label Information EPA Pesticide Registration Number Not applicable Section 16. OTHER INFORMATION The information and recommendations contained herein are based upon tests, data, and information resources believed to be reliable. However, the J.C. Whitlam Manufacturing Company, Inc., and its related operations or divisions (Whitlam) do not guarantee the accuracy or completeness, nor shall any of this information constitute a warranty, whether expressed or implied, as to the safety of goods, the merchantability of the goods or the fitness of the goods for a particular purpose. Adjustment to conform to actual conditions of usage may be required. Whitlam assumes no responsibility for results obtained or for incidental or consequential damages, including lost profits, arising from the use of this data. No warranty against infringement of any patent, copyright or trademark is made or implied. J.C. Whitlam Black Dragon - Black Gilsonite Asphalt Paint Page 6 of 6 OWNER'S AFFIDAVIT BEFORE ME, the undersigned authority, personally appeared -TErtiS CH K5.;- ("Affiant"), who, being by me first duly sworn, on oath, deposes and says: 1. Affiant is the owner or [ 1 duly authorized agent representing the property located at 00 AJW 13•', Sfyat. 1 { r kc, {-�L,, US -1r situated in the County of Miami -Dade County and State of Florida, as more particularly described in Exhibit "A", attached hereto and made a part hereof (the "Property"). Affiant does not know of any facts by reason of which the title to or possession of the Property might be disputed or questioned, or by reason of which claim to the Property might be asserted adversely, including, but not limited to, tenancies or leases of the Property or parties in possession thereof. 2. Affiant says that to Affiant's own personal knowledge, all labor and materials furnished and used in connection with improvements made upon that portion of the Property over which the Affiant has conveyed or will convey an easement for utility improvements (the "Easement Premises") to the City of Opa-locka, a Florida municipal corporation (the "City") have been paid for in full to date, and that there are no unpaid bills for labor performed or materials furnished in connection with such improvements upon the Easement Premises, and that Affiant does not know of any person, firm or corporation who has or claims to have any lien against the Basement Premises for labor performed or materials furnished in connection with improvements within the past 90 days, or at any time; and that Affiant has not and will not execute any instruments that would adversely affect title or interest in the water and sewer utility improvements transferred or to be transferred to the City, or title or interest in the easement interest granted or to be granted to the City over the Easement Premises. 3. Affiant understands that this Affidavit will be relied upon by the City in taking title to the utility facilities conveyed pursuant to the Bill of Sale. LPL Signature `DES A -s CH O :t t't CL -1) ,4 t p '.pirr STATE OF r L. 0 r 1 p t) COUNTY OF 17i errl I • r�o j � Pri t Name/Title The foregoing instrument was acknowledged before me this q day of ScP)c')-4 ICC, 2021, by •TCVAS C{ -(o1<. ? , as 0 ten ev , for S TK'k 1vpoiac , who is () personally known to me or proven by producing the following identification NOTARY SEAL/STAMP �p�uuuei °w Vt Ashish Patel mac. �c Comm.#111-1102561 o fivires: March 9.2025 /11111;�,�A�� t 0ljt�t t>l i tiro Aaron Notar AD-rrs 1-r &9 t'c !_.- Print Name of Notary EXHIBIT "A" LEGAL DESCRIPTION 29 52 41 4.628 AC Nl/L N480FT OF W420FT OF S W I /4 OF NEI/4 OF NW1/4 FAL) 08 2129 000 0110 OR 12003-1903 1983 3 1:5 z* 50 ro ar sxex My a.-9.22(4) NOTES . FLEW I RINS SHOWN REFER TO PROPOSED ELEVATI ONS ( NOW 1919) UNLESS 075( 5x15 0 5 5(CI FI E0. X ALL VAL NO MANHOLES S HALL BE FL USH WITH NEW PAVEMEN T, CONT RACTOR SILL A DJU ST AC CORDI NGLY 3 E XISTI NG UTILITY I NFORMATI ON S HOW N IS BAS ED ON BE ST A VAILA BLE I NFORMATION . CO ORDII ES SHOWN ARE FOR THE STATE PLANE CO ORDIN AIC SYSTEM . 9 TRE NCH RESTOR ATIO N SHALL BE AS PE R MIAMI-DADE PUBLIC WRITS STANDARD DETAIL 521 .1 . I. DAMAGED A REAS xwoo, nit P UBLIC %W SHALL BE REST (0 70 (275555 0 SRNC CON DITIO NS OR BETTER . 5 C OMPACTOR S HALL S UBMIT SH OP EO (0DRAW N. TO R ALL M9 0050LB EQ UIPME NT. AND CONSTR UCTION C RITE RIA AS R EQUIR ED FOR RENE W AN D A PPROVAL. VAN ASA Architect, Inc . nno oriln=FLORIII• no. IJCEINE “ 6310 EON SAIWIT Revisions m 1..arom„ 2 00//6/770 U H-J RELOCAna Px0.00 0; 7010004 0.1pea FY FR ° nM aWp 0Bf O�.W V Baw SANIT ARY SE WER PLAN AND PR OFIL E C-301 lierracon September 29, 2021 City of Opa-Locka Building and License Department 780 Fisherman Street, 4th Floor Opa-Locka, Florida 33054 Attention: Building Official Subject: Statement of Completion — Piping Warehouse and Office Complex 12845 NW 45th Avenue Opa-Locka, Florida 33054 Terracon Prolect No. H8191053 Terracon Consultants, Inc. (Terracon), having been retained by STRK Properties, LLC.,to perform Special Inspection services for preliminary inspection of the utilities system(s), or portion(s) thereof, at the subject project located at the above indicated address in the City of Opa-Locka, Florida, has visited the project site on an as -called basis to perform placement observations of the utilities On the basis of our field observations, to the best of my knowledge, belief and professional opinion, the preliminary inspection reveals thet the utilities system(s), or portion(s) thereof, has been constructed in accordance with County Ordinances and Regulations including the required color for piping. Respectfully submitted, Terracon Consultants, Ir Hugo E. Soto, PE Florida Registration 3644( Terracon Consultants, Inc. 16200 N.W. 59th Avenue, Suite 106. Miami Lakes, Florida 33014 P [305] 820-1997 F [305] 820-1998 terracon.com Geotechnical • Environmental • Construction Materials • Facilities