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M-97-0727
10/7/97 J-97-711 RESOLUTION NO. A RESOLUTION, WITH ATTACHMENTS, APPROVING T SALE OF THE REAL PROPERTY WITH IMPROVEMENTS CO ISTING OF APPROXIMATELY 6.568 ACRES, COMMONLY KN ' N AS THE MUNICIPAL JUSTICE BUILDING, LOCATED/D/S5ARLE ORTHWEST 11 STREET, MIAMI, FLORIDA, (THE "PROPWINN-DIXIE STORES, INC., AT A SALE PRICE OF FIVE MEN HUNDRED AND TEN THOUSAND DOLLARS ($5,710,000)ING THE CITY MANAGER TO EXECUTE A PURCHASE AGREEMENT ("AGREEMENT"), IN SU TIALLY THE TACHED FORM, AND TO CONSUMMATE SUCH R ACTION IN ACCORDANCE WITH THE TERMS AND CONDITIONS O THE AGR MENT, WHICH TERMS MAY BE AMENDED BY THE CIT MANAG AS MAY BE NECESSARY IN ORDER TO EFFEC SALE I K,' AN EXPEDITIOUS MANNER; FURTHER AUTHORIZI THE C 'Y MANAGER TO EXECUTE A COVENANT, I UB ANTIA. LY THE FORM ATTACHED, PERTAINING TO T CERTA PARCEL OF CITY OWNED LAND LOCATED ADJACE TO THE ROPERTY, THEREBY RESTRICTING THE USE O CH P CEL F R PURPOSES OF PROVIDING PUBLIC PARKING NL AND PRO DING FOR THE CONSTRUCTION AND MAINTEN , CE SUC `� PUBLIC PARKING AT NO COST OR EXPENS TO THE CITY. . WHE11M, on Marc 20, 1997, the City Commission adopted Resolution No. 97-178 1 It IL X authorizing th . ty M ager to sell the City owned real property with improvements located N155 est 11 Street, Miami, Florida, commonly known as the Municipal Justic ui W uant to public notice, sealed bids were received for the sale of this property on S, 1997; and , Invitations to Bid were mailed to 188 potential bidders and three (3) bids wele received with the bid from Winn -Dixie Stores, Inc. deemed to be in the best inter/st of the City; 97- 727 • 0 NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF - E CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preambl o this Resolution are hereby adopted by reference thereto and incorporated herein as lfl fully set forth in this Section. Section 2. The sale of this► Ci consisting of approximately 6.568 acres, ei Building, located at 1155 Northwest 1 Winn -Dixie Stores, Inc., at a sale 'ce of fi dollars ($5,710,000), is. hereb �rov . . /17 Section 3. The Sale Agreement, in suktantially consummate such tram ion ' Agreement whik ay e property with improvements as the Municipal Justice ,!�' Miami, Florida (the "Property"), to illion seven hundred and ten thousand is hereby authorized to execute a Purchase and e attached form, with Winn -Dixie Stores, Inc. and to accordance with the terms and conditions of the amended by the City Manager as may be necessary in order to effect such s in expeditious manner. Section 4. Tjie City Manager is hereby authorized to execute a covenant, in substantial/theroperty, ached form, pertaining to that parcel of City -owned land located adjacent tlegally described therein, thereby restricting the use of such parcel forarking purposes only, and providing for the construction and maintenanublic parking at no cost or expense to the City. 2 97- 727 Section 5. This Resolution shall become effective immediately up 'Tits adoption. PASSED AND ADOPTED this day of 1997. ATTEST: Q Ah WALTER J. FOEMAN CITY CLERK PREPARED AND APPROVED JULIE O. BRU ASSISTANT CITY W 1918/JOB/kd/csk JQA CAROLLZrb, MAYOR /APPROVED AS TO FORM AND CORRECTNESS: Q N J S III CITY ATTO vEY 3 97- 727 • 0 AGREEMENT FOR PURCHASE AND SALE THIS PURCHASE AND SALE AGREEMENT, (the "Agreement") is made and entered into this day of 1997 by and between the City of Miami, a municipal corporation of the State of Florida, with offices at 3500 Pan American Drive, Miami, Florida 33133 (the "Seller'), and Winn Dixie Stores, Inc., a Florida corporation, with offices at 5050 Edgewood Court, Jacksonville, Florida 32254 (the "Purchaser"). The Parties hereby agree that Seller shall sell and Purchaser shall buy the following property upon the following terms and conditions: 1. DESCRIPTION OF PROPERTY a) Legal Description See Exhibit "A" attached hereto and made a part hereof. b) Street Address 1155 Northwest 11 Street Miami, Florida c) Improvements The following three buildings provided "as is" which contain an adjusted building area of 79,011 s.f. as per the Public Records of Dade County, Florida: Building 1: A + 64,000 s.f. two-story reinforced concrete building. Building 2: A + 5,000 s.f. one-story reinforced concrete building. Building 3: A + 2,400 s.f. one-story reinforced concrete building. 2. PURCHASE PRICE AND PAYMENT The Purchaser agrees to pay and the Seller agrees to accept the sum of FIVE MILLION SEVEN HUNDRED TEN THOUSAND DOLLARS ($5,710,000) (the "Purchase Price"). The Purchase Price shall be payable as follows: A. The Deposits. (1) Upon the execution of this Agreement by the Seller, the Seller shall deliver to Chicago Title Insurance Company, the "Escrow Agent" FIFTEEN THOUSAND DOLLARS ($15,000), which the Seller has received from the Purchaser as a "Bid Deposit". 9'7- 727 (2) Within seven (7) days of the Effective Date of this Agreement, the Purchaser shall deposit with the Escrow Agent an additional sum in the amount of FIVE HUNDRED FIFTY-SIX THOUSAND DOLLARS ($556,000) (the Bid Deposit and this additional sum will represent 10% of the Purchase Price and are hereinafter collectively referred to as the "Deposit"). (3) The Deposit received hereunder by the Escrow Agent shall be placed in an interest bearing account. Until this transaction is closed, the interest earned on the Deposit shall belong to Purchaser. (4) At Closing (as hereinafter defined) the Deposit, and all interest earned on the Deposit shall be delivered by the Escrow Agent to the Seller and credited against the Purchase Price. B. Closing Payment. At Closing, the Deposit plus the balance of the Purchase Price, FIVE MILLION ONE HUNDRED THIRTY-NINE THOUSAND DOLLARS ($5,139,000) (decreased by any interest which accrued on the Deposit which is delivered to Seller, and increased or decreased by adjustments, credits, prorations, and expenses as set forth in Section 9 or any other provision of this Agreement) shall be paid by the Purchaser to the Seller in the form of cashier's check, certified check or wire transfer. 3. ENVIRONMENTAL MATTERS A.. Definitions. For purposes of this Agreement: The term "Hazardous Materials" shall mean and include without limitation, any substance which is or contains (A) any "hazardous 'substance" as now or hereafter defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended (42 U.S.C., Section 9601' et seq.) ("CERCLA') or any regulations promulgated under or pursuant to CERCLA; (B) any "hazardous waste" as now or hereafter defined in the Resource Conservation and Recovery Act (42 U.S.C., Section 6901 et seq.); (C) any substance regulated by the Toxic Substances Control Act (15 U.S.C., Section 2601 et. Seq.); (D) gasoline, diesel fuel, or other petroleum hydrocarbons; (E) asbestos and asbestos containing materials, in any form, whether friable or non -friable; (F) polychlorinated biphenyls; (G) radon gas; and (H) any additional substances or material which: (i) is now or hereafter classified or considered to be hazardous or toxic under Environmental Requirements; or (ii) poses or threatens to pose a hazard to the health or safety of persons on the Property or adjacent property. The term "Environmental Requirements" shall mean all laws, ordinances, statutes, codes, rules, regulations, judgments, orders and decrees, now or 97- 727 hereafter enacted, promulgated, or amended of the United States, the states, the counties, the cities, or any other political subdivision, agency or instrumentality exercising jurisdiction over the Seller or the Purchaser, the Property, or the use of the Property, relating to pollution, the protection or regulation of human health, natural resources, or the environment, or the emission, discharge, release or threatened release of pollutants, contaminants, chemicals, or industrial, toxic or hazardous substances or waste or Hazardous Materials into the environment (including, without limitation, ambient air, surface water, groundwater, land or soil). B. Disclaimer As To Environmental Matters. Purchaser acknowledges and agrees that Seller has not made, does not make and specifically negates and disclaims any representations, warranties (other than the limited warranty of title as set out in the special warranty deed), promises, covenants, agreements or guaranties of any kind or character whatsoever, whether express or implied, oral or written, (past, present, or future) of, as to, concerning or with respect to environmental matters with reference to the Property, including, but not limited to: (A) the value, nature, quality or condition of the Property, including, without limitation, the water, soil and geology, (B) the compliance of or by the Property, or its operation with any Environmental Requirements, (C) any representations regarding compliance with any environmental protection or pollution laws, rules, regulations, orders or requirements, including the existence in or on the Property of Hazardous Materials. Purchaser further acknowledges and agrees that it is being given the opportunity to inspect the Property, and all relevant documents and records of the Seller as they relate to the Property, including the AB2MT Phase I Report, attached hereto and made a part hereof as Exhibit "B", and other documents that may exist in the public records of the state, county and/or city relating to the environmental condition of the Property as part of this Agreement and that Purchaser is not relying solely upon any documents or representations made by or on behalf of Seller, but that Purchaser is responsible to conduct its own investigation of the Property. Purchaser further acknowledges and agrees that any information provided or to be provided with respect to the Property was obtained from a variety of sources and that Seller has not made any independent investigation or verification of such information and makes no representations as to the accuracy or completeness of such information but Seller agrees that it will not intentionally withhold information and Seller will not knowingly provide any false or misleading information. Seller is not liable or bound in any matter by any oral or written statements, representations or information pertaining to the Property, or the operation thereof, furnished by any agent, employee, servant or other person. 3 97- 727 C. Inspection Period. Purchaser and its agents and consultants shall have a period of sixty (60) days from the Effective Date (the "Investigation Period") in which to undertake at Purchaser's expense, such physical inspections and other investigations of and concerning the Property including surveys, soil borings, percolation, engineering studies, environmental tests and studies and other tests as Purchaser considers necessary for Purchaser and its consultants to review and evaluate the physical characteristics of the Property and to perform certain work or inspections in connection with such evaluation after giving the Seller reasonable notice of twenty-four (24) hours prior to each test performed. Purchaser may extend the Investigation Period for an additional thirty (30) days if based on the results of the testing Purchaser believes that additional testing is warranted. For the purpose of conducting inspections herein, Seller hereby grants to Purchaser and its consultants and agents or assigns, full right of entry upon the Property during the Inspection Period through the closing date. The right of access herein granted, shall be exercised and used by Purchaser and its agents, employees, consultants and contractors in such a manner as not to cause any material damage or destruction or any nature whatsoever to, or interruption of the use of the Property by the Seller or its lessees. D. Inspection Indemnity. Notwithstanding anything contained in this Agreement to the contrary, as consideration for the Seller's granting a continuing right of entry, the Purchaser hereby specifically agrees to: (i) immediately pay or cause to be removed any liens filed against the Property as a result of any actions taken by or on behalf of Purchaser in connection with the inspection of the Property; (ii) immediately repair any damage to the Property caused by Purchaser's inspections; and (iii) indemnify, defend and hold Seller harmless from and against all claims, damages or losses incurred to the Property, or anyone on the Property as a result of the actions taken by the Purchaser, any of its employees, agents, representatives or contractors, in connection with the inspection of the Property, or any persons performing inspection activities or other activities on its behalf. E. Remedies/Right of Termination. If Purchaser discovers, during the Investigation Period, the presence of Hazardous Materials on the Property in levels or concentrations which exceed the standards set forth by DERM, the State .or the Federal Government, prior to the end of the Inspection Period, Purchaser shall notify Seller in writing and deliver to Seller copies of all written reports concerning such Hazardous Materials (the "Environmental Notice"). The Purchaser and Seller shall have fourteen (14) business days from the date the Seller receives the Environmental Notice to negotiate a mutually agreeable 4 97- 727 remediation protocol. In the event the Purchaser and Seller are unable to reach agreement with respect thereto within the fourteen (14) business day period provided herein, the parties shall have the option within two (2) calendar days of the expiration of the fourteen (14) business 'day period to cancel this Agreement by written notice to the other party whereupon (i) all property data and all studies, analysis, reports and plans respecting the Property delivered by Seller to Purchaser or prepared by third parties for the Purchaser shall be delivered by Purchaser to the Seller; and then (ii) except as otherwise hereafter provided in this Paragraph, the parties shall thereupon be relieved of any and all further responsibility hereunder and neither party shall have any further obligation on behalf of the other; and (iii) Purchaser shall be refunded the Deposit and all interest earned. F. Waiver and Release. In the event that Purchaser does not elect to cancel this Agreement, Purchaser acknowledges and agrees that to the maximum extent permitted by law, the sale of the Property as provided for herein is made on an "AS IS" condition and basis with all faults. Purchaser on behalf of itself and its successors and assigns thereafter waives, releases, acquits, and forever discharges Seller and its successors, of and from any and all claims, actions, causes of action, demands, rights, damages, costs, expenses or compensation whatsoever, direct or indirect, known or unknown, foreseen or unforeseen, which Purchaser or any of its successors or assigns now has or which may arise in the future on account or in any way related to or in connection with any past, present, or future physical characteristic or condition of the Property including, without limitation, any Hazardous Materials in, at, on, under or related to the Property, or any violation or potential violation or any Environmental Requirement applicable thereto. In addition, Purchaser thereafter specifically waives all current and future claims and causes of action against Seller arising under CERCLA, RCRA, Chapters 376 and 403, Florida Statutes, and any other federal or state law or county regulation relating to Hazardous Materials in, on, or under the Property. Notwithstanding anything to the contrary set forth herein, this release shall survive the Closing or termination of this Agreement. 4. TITLE EVIDENCE Notwithstanding the City's furnishing to Purchaser of a Commitment to Insure Title issued by Attorney's Title Insurance Fund, (Commitment No. C-2470046) committing the title insurer to issue an Owner's Title Insurance Policy (the "Attorney's Title Policy") covering the Property in favor of the Purchaser upon the recording of the deed from the Seller, free and clear of all liens and encumbrances, except the preprinted exceptions, Purchaser will order and obtain a Commitment to Insure Title issued by Chicago Title Insurance Company, committing the title insurer to issue an Owner's Title Insurance Policy (the "Title Policy") covering the Property in favor of the Purchaser upon the recording of the deed from the Seller, free and clear of all 5 97- 721 liens and encumbrances other than those approved by Purchaser, and except the preprinted exceptions attached hereto as Exhibit "C". Purchaser, at its sole cost and expense, shall be responsible for obtaining any additional title documents which Purchaser requires in order to ascertain the status of title. Purchaser agrees to forward a copy of the aforementioned title documents to Seller immediately upon Purchaser's receipt thereof. Purchaser, at Purchaser's expense, within the time allowed to examine evidence of title, may have the Property surveyed and certified by a registered Florida surveyor. If the survey discloses encroachments on the Property or other matters of survey which are unacceptable to Purchaser which render the title unmarketable, the same shall constitute a Title Defect as hereinafter defined and shall be treated in the same manner as a Title Defect. Title will be considered unmarketable for purposes of this Agreement in the event that (a) there are any matters of title which .would render title unmarketable in accordance with the standards of the Florida Bar; or (b) there exists within the portion of the Property zoned RT Rapid Transit Zone any governmental regulations or restrictions, matters of survey, or matters of title, easements or zoning requirements which will prevent or materially impair Purchaser's ability to construct and operate the improvements reflected in the site plan ("Improvements") attached hereto as Exhibit "D". Purchaser shall be required to make such non -material reasonable modifications to the site plan as may be required so long as said modifications do not materially impact Purchaser's ability to construct and operate the Improvements in the location shown on the site plan. In the event the Purchaser's examination of title or survey, which examination and survey shall be completed within sixty (60) days of the Effective Date, reflects any condition which renders the title unmarketable (the "Title Defect"), the Purchaser shall allow the Seller sixty (60) calendar days within which to use reasonable diligence to cure the Title Defect, Seller shall use good faith efforts to cure any Title Defect, provided however, Seller shall not be required to bring any action or to incur any expense to cure any Title Defect or objection. If Seller shall be unable to convey title to the Property according to provisions of this Agreement, Purchaser may: (i) elect to accept such title that Seller may be able to convey, with no reduction in Purchase Price; or (ii) terminate this Agreement, in which case the Deposit and all interest earned thereon shall be returned by Escrow Agent to Purchaser. Upon such refund, this Agreement, shall be null and void and the parties hereto shall be relieved of all further obligation and liability, and neither party shall have any further claims against the other, .except as to Purchaser's liability, if any, arising out the Inspection Indemnity pursuant to paragraph 3(D) hereof. In addition to the documents set forth in paragraph 3(E), in the event of 6 97- 727 cancellation, copies of all abstracts of title and surveys respecting the Property delivered by Seller to Purchaser or prepared by or on . behalf of Purchaser shall be delivered by Purchaser to Seller. 5. DISCLAIMER OF WARRANTIES AS TO PROPERTY; "AS IS" CONVEYANCE. . A. Except as provided in paragraph 5B below, Purchaser is purchasing the Property in an "AS IS" condition and specifically and expressly without any warranties, representations or guaranties, either express or implied, of any kind, nature or type whatsoever from or on behalf of Seller (other than the warranties and representations contained in the Closing documents delivered by Seller pursuant to paragraph 8A). Without in any way limiting the generality of the immediately preceding, and in addition to the specific disclaimers set forth in Section 3 of this Agreement with respect to Environmental Matters, Purchaser and Seller further acknowledge and agree that in entering into this Agreement and purchasing the Property: (1) Purchaser hereby acknowledges that Seller has not made, will not and does not make any warranties or representations, whether express or implied, with respect to the Property, its condition, the value, profitability, or marketability thereof; (2) Purchaser acknowledges that with respect to the Property, Seller has not and will not make any warranties, whether express or implied, of merchantability, habitability or fitness for a particular use or suitability of the Property for any and all activities and uses which Purchaser may conduct thereon; (3) Purchaser acknowledges that Seller has not made, will not and does not make any representations, whether express or implied, with respect to compliance with any land use, zoning or development of regional impact laws, rules, regulations, orders or requirements. (4) Purchaser acknowledges that Purchaser has made and/or shall be given an adequate opportunity to make such legal, factual and other inquiries and investigations as Purchaser deems necessary, desirable or appropriate with respect to the Property, the value or marketability thereof and of the appurtenances thereto. Such inquiries and investigations of Purchaser shall be deemed to include, but shall not be limited to, the condition of all portions of the Property and such state of facts as an accurate abstract of title and survey would show; (5) Purchaser acknowledges that Purchaser has not relied, and is not relying, upon any information, document, projection, proforma, statement, representation, guaranty or warranty (whether express or implied, or oral or written or material or immaterial) that may have been given by or made by or on behalf of Seller. B. Notwithstandinganything to the contrary contained in this Agreement, at Closing, Seller shall deliver the Property to Purchaser free and clear of all leases and occupancy rights held by Dade County or any other person or entity and shall cause the Property to be vacated by all occupants. C. The provisions of this paragraph shall survive the closing. 6. COVENANT The parties hereto agree that both Purchaser and Seller shall execute at Closing a covenant ("Covenant"), in substantially the form attached hereto as Exhibit "E", to provide that the Property and the other parcel described therein be considered one parcel for zoning calculation purposes and to provide that the other parcel shall always be used as a parking lot for the general public. 7. CLOSING DATE Closing will take place no later than ninety (90) calendar days after the Effective Date, or within a reasonable time thereafter, at a mutually agreeable time (the "Closing"), at the Department of Planning and Development, Asset Management Division located at 444 SW 2 Avenue, Suite 325, Miami, Florida. The parties may, subject to mutual agreement, establish an earlier date for Closing. Notwithstanding the foregoing, in the event the Seller elects to satisfy any title objections pursuant to the terms of Section 4 hereof, then Seller shall have the right to extend the Closing date by up to thirty (30) days as set forth in paragraph 4 hereof. 8. CLOSING DOCUMENTS A) At Closing, Seller shall execute and/or deliver to Purchaser the following: 1) Special Warranty Deed subject to conditions,restrictions, easements and limitations of record; 2) A Closing Statement. 3) A Seller's Affidavit confirming the Seller is in sole and exclusive possession of the Property and that no work has been performed on the Property for which the costs remain unpaid and a Non -Foreign Affidavit. 8 97- 727 4) Such documents as are necessary to fully authorize the sale of the Property by Seller and the execution of all closing documents; and 5) Any other documents reasonably necessary or advisable to consummate the transaction contemplated hereby. 6) the Covenant B) Purchaser's Closing Documents: At Closing, Purchaser shall execute and/or deliver to Seller the following: 1) Closing Statement; 2) Such documents as are necessary to fully authorize the purchase of the Property by Purchaser and the execution of all closing documents; 3) Any other documents reasonably necessary or advisable to consummate the transaction contemplated hereby; and 4) Purchaser shall pay to Seller the balance of the Purchase Price as provided for in Section 2 hereof. 5) the Covenant 9. CLOSING COSTS AND ADJUSTMENTS At Closing, the following items shall be borne, adjusted, prorated or assumed by or between Seller and Purchaser as follows: A) Adjustments and Prorations 1) Real Estate Taxes: The Seller warrants that the Property is exempt from taxes and accordingly there should be no taxes due at Closing. 2) Certified/Pending Liens: Certified, confirmed and ratified governmental liens as of the Closing Date shall be paid by Seller. Pending liens as of the Closing Date shall be assumed by Purchaser. 3) Other Taxes, Expenses, Interest, Etc: Taxes (other than real property taxes), assessments, water and sewer charges, waste fee and fire protection charges, if applicable, shall be prorated as of the Closing Date. 9 97- 727 4) Usual and Customary: Such other items that are usually and customarily pro -rated between purchasers and sellers of properties in the area where the Property is located. B) Closing Costs Each party shall be responsible for its own attorney's fees incurred in connection with the Closing. Purchaser shall pay all other closing and recording costs incurred in connection with the sale and purchase of the Property described in this Agreement, including, but not limited to: (i) all inspection and environmental testing costs,authorized by Purchaser; (ii) all recording charges, transfer taxes, stamp taxes, survey, filing fees, and all other sales and transfer fees payable in connection with the transfer of the Property hereunder; and (iii) the Seller's costs incurred in connection with the public solicitation process related to the sale of the Property in the amount of ten thousand dollars ($10,000). Additionally, the Purchaser shall be required'to reimburse the Seller for the actual cost of the Phase 1 Environmental Site Assessment, Asbestos Survey and land survey of the Property in the amount of four thousand five hundred fifty-five dollars ($4,555). Purchaser shall be required to pay, in addition to the Purchase Price, one hundred fourteen thousand two hundred dollars ($114,200) [two percent (2%) of the Purchase Price] as a Buyer's Premium. Said amount shall be paid by Purchaser to Real Estate Works, Inc., Gonzalo Sanabria, broker, License No. CQ1004922, said broker being the broker registered with the City of Miami, City Clerk's Office, in relation to this transaction. 10. DEFAULT A) If this transaction does not close as a result ' of default by Seller, Purchaser as and for its sole and exclusive remedies shall be entitled to either (i) elect to terminate this Agreement and receive the return of the Deposit and all interest thereon; or (ii) obtain specific performance of this Agreement. However, notwithstanding anything contained herein to the contrary, in no event shall Seller be liable to Purchaser for any actual, punitive, incidental, speculative or consequential damages, costs or fees of any nature whatsoever. Purchaser's remedies and the limitation on Seller's liability set forth herein shall survive Closing. B) If this transaction does not close as a result of default by Purchaser, Seller, as, and for its sole and exclusive remedy, shall retain the Deposit and all interest earned thereon, as liquidated damages and 10 97- 727 not as a penalty for forfeiture, actual damages being difficult or impossible to measure. C) Neither party shall be entitled to exercise any remedy for a default by the other party, except failure to timely close, until (i) such party has delivered to the other notice of the default and (ii) a period of ten (10) calendar days from and after delivery of such notice has expired with the other party having failed to cure the default or diligently pursued remedy of the default. 11. RISK OF LOSS The Purchaser assumes all risk of loss or damage to the Property by fire or other casualty, or acts of God, as of the Effective Date. 12. RELEASE AND INDEMNIFICATION Purchaser and anyone claiming by, through or under Purchaser hereby fully and irrevocably release Seller, its employees, officers, directors, representatives, agents, successors and assigns (collectively the Seller) from any and all claims that it may now have or hereafter acquire against the Seller for any cost, loss, liability, damage, expense, demand, action or cause of action arising from or related to any defects, errors, omissions or other conditions, including, but not limited to, environmental matters, affecting the Property, or any portion thereof. The foregoing, however, is not intended to release Seller from its obligations under this Agreement. 13. RADON GAS Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit. 14. DESIGNATION OF REPRESENTATIVES Purchaser and Seller acknowledge that proper communication between Purchaser and Seller, and between Purchaser and any governmental authorities having jurisdiction over environmental matters, is to be an important component of the Purchaser's Environmental Inspection period and title examination. Accordingly, to facilitate such communication, the Purchaser and Seller have appointed the following persons on their respective behalves to be their environmental and title representatives, to wit: 11 9772"7 E r1 15. On behalf of Seller: Dena Bianchino City of Miami Asset Management Division 444 SW 2 Avenue, 3rd Floor Miami, FL 33130 Telephone (305)416-1451 Fax (305)416-2156 NOTICES On behalf of Purchaser: Mario Labrit, Jr. Real Estate Manager Winn Dixie Stores, Inc. 1141 SW 12 Avenue Pompano Beach, FL 33069-4677 Telephone (954)783-2700 Fax All notices or other communications which may be given pursuant to this Agreement shall be in writing and shall be deemed properly served if delivered by personal service or by certified mail addressed to Seller and Purchaser at the address indicated herein. Such notice shall be deemed given on the day on which personally served; or if by certified mail, on the fifth day after being posted or the date of actual receipt, whichever is earlier: Seller City of Miami City Manager 444 SW 2 Avenue, loth Floor Miami, FL 33130 Copy To City of Miami Dena Bianchino Asset Management Division 444 SW 2 Avenue, Suite 325 Miami, FL 33130 . A. Quinn Jones, City Attorney 444 SW 2 Avenue, 9th Floor Miami, FL 33130 Purchaser James Kufeldt, President Winn Dixie Stores, Inc. 5050 Edgewood Court Jacksonville, FL 32254 Copy To Mario Labrit, Jr. Winn Dixie Stores, Inc. 1141 SW 12 Avenue Pompano Beach, FL 33069-4677 Brian P. Tague, Esq. Tew and Beasley, LLP 201 S. Biscayne Boulevard Suite 2600 Miami, FL 33131 Kim Bongiovanni, Esq. 12 9 '7 — 727 16. CAPTIONS AND HEADINGS The Section headings or captions appearing in this Agreement are for convenience only, are not part of this Agreement, and are not to be considered in interpreting this Agreement. 17. BINDING EFFECT This Agreement shall bind and inure to the benefit of the parties hereto and their successors in interest. Purchaser may assign this Agreement to any entity which controls, is controlled by, or is under common control with Purchaser. Purchaser may assign or pledge this Agreement to any other entity only with the prior written consent of the City Manager which consent may be withheld for any or no reason whatsoever. 18. GOVERNING LAW This Agreement shall be governed according to the laws of the State of Florida and venue shall be in Dade County, Florida. 19. COUNTERPARTS This Agreement may be executed in one or more counterparts, each of which shall be deemed to be an original but all of which shall constitute one and the same Agreement. 20. ATTORNEY'S COSTS If it shall be necessary for either party to this Agreement to bring suit to enforce any provisions hereof or for damages on account of any breach of this Agreement, the prevailing party on any issue in any such litigation and any appeals therefrom shall be entitled to recover from the other party, in addition to any damages or other relief granted as a result of such litigation, all costs and expenses of such litigation and a reasonable attorneys' fee as fixed by the court. 21. WAIVERS No waiver by either party of any failure or refusal to comply with its obligations shall be deemed a waiver of any other or subsequent failure or refusal to comply. All remedies, rights, undertaking, obligations and agreement contained herein shall be cumulative and not mutually exclusive. 22. SURVIVAL OF REPRESENTATIONS/WARRANTIES Paragraphs 3B, 31), 3F, 5, 6, 10A, 12, 13, 18, 20 and 24 of this Agreement shall survive the Closing and be enforceable by the respective parties until such time as extinguished by law. 13 97- 727 23. PARTIAL INVALIDITY In the event that any provision of this Agreement shall be unenforceable in whole or in part, such provision shall be limited to the extent necessary to render same valid, or shall be excised from this Agreement, as circumstances require, and this Agreement shall be construed as if said provision had been incorporated herein as so limited, or 'as if said provision had not been included herein, as the case may be. 24. WAIVER OF TRIAL BY JURY The parties hereby knowingly, voluntarily and intentionally waive any right they may have to a trial by jury in respect to any litigation arising out of, under or in connection with this Agreement, or any course of conduct, course of dealing, statements (whether oral or written) or actions of any party hereto. This provision is a material inducement for Purchaser and Seller entering into this Agreement. 25. ENTIRE AGREEMENT This Agreement contains the entire agreement between the parties. There are no promises, agreements, undertakings, warranties or representations, oral or written, express or implied, between the parties other than as herein set forth. No amendment or modification of this Agreement shall be valid unless the same is in writing and signed by the City Manager on behalf of the Seller and the Purchaser. 26. TIME OF THE ESSENCE Time is of the essence of this Agreement and in the performance of all conditions and covenants to be performed or satisfied by either party hereto. Whenever a date specified herein shall fall on a Saturday, Sunday or legal holiday, the date shall be extended to the next succeeding business day. 27. EFFECTIVE DATE/TIME OF ACCEPTANCE The Effective Date of this Agreement shall be the date on which the last party to this Agreement executes said Agreement and the Agreement has been approved by the Emergency Financial Oversight Board. It is hereby acknowledged that this Agreement must be executed by both parties within one (1) week of City Commission approval. 28. AUTHORITY OF CITY MANAGER The Resolution of the City Commission of the Seller shall, in addition to approving the purchase contemplatedunder this Agreement, empower the 14 97- 727 • • City Manager of the Seller to modify this Agreement in the event a modification to this Agreement becomes necessary or desirable. 30. APPROVAL BY THE OVERSIGHT BOARD The State of Florida has appointed an Emergency Financial Oversight Board (the "Oversight Board") which is empowered to review and approve all pending City of Miami contracts. As a result, contracts shall not be binding on the Seller until such time as they have been approved by the Oversight Board. Execution of this Agreement by the City of Miami City Manager shall constitute evidence of approval by the Oversight Board. Dated the date first written above. ATTEST: Witness Print Name Witness Print Name ATTEST: Walter J. Foeman City Clerk APPROVED AS TO FORM AND CORRECTNESS: (1 A. Quinn Jones, III City Attorney Executed by (Purchaser) on By: Executed by CITY OF MIAMI, a municipal corporation of the State of Florida (Seller) on: I' Edward Marquez, City Manager 15 977 '727 ® CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: The Honorable Mayor and Members of the City Commission FROM: Edward q e City Manager RECOMMENDATION: • 27 DATE: OCT — 7 1v97 SUBJECT: Sale of 1155 NW 11 Street REFERENCES: ENCLOSURES: FILE: The Administration recommends that the City Commission adopt the attached Resolution approving the sale of the City -owned real property with improvements consisting of approximately 6.568 acres, commonly known as the Municipal Justice Building, located at 1155 NW 11 Street, Miami, Florida (the "Property"), to Winn Dixie Stores, Inc. at a sale price of five million seven hundred and ten thousand dollars ($5,710,000). The Resolution authorizes the City Manager to execute a Purchase and Sale Agreement ("Agreement"), in substantially the attached form, and to consummate such transaction in accordance with the terms and conditions of the Agreement, which terms may be amended by the City Manager as may be necessary in order to effect such sale in an expeditious manner. The Resolution further authorizes the City Manager to execute a covenant, in substantially the attached form, pertaining to that certain parcel of City -owned land located adjacent to the Property, thereby restricting the, use of such parcel for purposes of providing public parking. The covenant shall further provide for the construction and maintenance of such public parking at no cost to the City. BACKGROUND: The Department of Planning and Development has prepared the attached Resolution for consideration by the Commission. On March 20, 1997, the City Commission adopted Resolution No. 97-178 authorizing the City Manager to sell the Municipal Justice Building Property located at 1155 NW 11 Street, Miami, Florida (the "Property"). Invitations to Bid were mailed to one hundred eighty-eight (188) potential bidders and three (3) bids were received on September 8, 1997. The bid received from Winn Dixie was accepted as being in the best interest of the City. Highlights of the Purchase and Sale Agreement are as follows: Purchase Price: $5,710,000 ;. 97- 727 1 Honorable Mayor and Members of the City Commission Page 2 Deposit: $15,000 was received by Seller at time of bid submission. Within seven days of execution of the Agreement, Purchaser must deposit an additional $556,000 for a total deposit of $571,000 (10% of the purchase price) Reimbursable Expenses: Purchaser shall reimburse Seller, at closing, the costs associated with the issuance of the Invitation to Bid in the amount of $10,000 plus $4,555 as reimbursement for the Phase I Environmental Site Assessment, Asbestos Survey and land survey. Covenant: The .parties have agreed to execute at closing a Covenant to restrict the use of the City -owned land located adjacent to the Property for purposes of providing public parking. The covenant also provides for the construction and maintenance of such public parking at no cost to the City. This covenant further provides for the adjacent City -owned land and the Property to be considered as one parcel for purposes of all zoning requirements. Environmental Matters: Purchaser shall be provided a period of sixty (60) days from the date of execution of the Agreement in order to undertake physical inspections of the Property including surveys, soil borings, engineering studies, environmental studies and other tests. In the event the Purchaser discovers hazardous materials on the Property in levels which exceed the standards set forth by DERM, the State or Federal government, then the Purchaser and Seller shall have fourteen (14) business days to negotiate a mutually agreeable remediation protocol. In the event the parties are unable to reach an agreement, either party may cancel this Agreement and .Purchaser shall be refunded the Deposit. In the event Purchaser does not elect to cancel the Agreement, Purchaser shall acknowledge and agree that the sale of the Property is made on an "AS IS" condition and basis with all faults. Authority of City Manager In order to ensure the closing can take place as soon as possible, the City Manager shall have the authority to modify the Purchase and Sale Agreement in the event a modification becomes necessary. Closing Date: Ninety (90) calendar days after the effective date of the Purchase and Sale Agreement or within a reasonable time thereafter. It is anticipated that this date shall fall around January 27, 1998. 2 97- 727 N *TCH TO ACCOMPANY LEGAL DESCRII�JN EXH— IBIT A S SCALE s 1"- 100' i \ d R=220' T-59.97' oN �_ AQ 117.09' N85052'23'W RAO. 23.34� S 88° 58' 571 5t 1 O.R.B.10725 P, 460 i 14"'� ��� '�C �� �0 ti o6�o9c9�F �(p 6, 569 AC. (PORTION OF O.R.B. 2557 P. 694 ) J R/W LINE _ 372.35' _ V�1,1, CORNER NW 1/4, Y EAST � SE 1/4 SEC.35-53-41. o a� EAST „ „► 839.14' _ -PO.C, SOUTH LINE OF NW 1/4 OF SE 1/4 OF SEC, 35-53-41, NOTE: SHEET 2 FOR LEGAL DESCRIPTION PREPARED BY — ' ._ A. R. TOUSSAINT A ASSOCIATES, INC, LAND SURVEYORS 620 N.E. 126 ST. NORTH MIAMI, FL, ORDER NO, 10586,1 DATE : SEPT. 28,1993 BY : IC 0 V. PRES, HOWARD C. GAMBLE REGISTERED LAND SURVEYOR 1683 STATE OF FLORIDA P.O.B. ORDER NO, 10586 WFT I OF 2 9"= •727 LEGOOESCRIPTION OF PORTION OF O.R.B. 2557 P. 694 WHICH LIES SOUTH OF EAST -WEST EXPRESSWAY (S.R.836) RIGHT-OF-WAY. ALL THAT PART OF THE FOLLOWING DESCRIBED PROPERTY THAT LIES SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF THE EAST -WEST EXPRESSWAY, AS SHOWN ON THE RIGHT-OF- WAY MAP RECORDED IN PLAT BOOK 81 AT PAGE 83 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. COMMENCE AT THE SOUTHWEST CORNER OF THE Nil 1/4 OF THE SE 1/4 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE RUN EASTWARDLY ALONG THE SOUTH LINE OF THE NW'1/4 OF THE SE 1/4 OF SAID SECTION 35,. FOR A DISTANCE OF 839.14 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY. PROLONGATION OF THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, AS RECORDED 'IN DEED BOOK 2146 AT PACE 499, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; THENCE DE- FLECTIM TO THE LEFT 91000'06" RUN NORTHERLY ALONG THE SOUTHERLY PROLONGATION OF THE WEST LINE AND ALONG THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, FOR A.DISTANCE OF 70.01 FEET.TO THE POINT OF BEGINNING OF THE TRACT OF LAND HEREINAFTER DESCRIBED, SAID POINT OF BEGINNING BEING 70.00 FEET'HORTH OF THE SOUTH LINE OF THE -NW 1/4 OF THE SE 1/4 OF SAID SECTION 35: FROM SAID POINT -OF BEGINNING, THENCE CONTINUE NORTHWARDLY ALONG THE AFOREMENTIONED (VEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, FOR A•DISTANCE OF 532.8 FEET, MORE OR LESS,. TO THE•CENTERLINE OF WAGNER CREEK, AS DESCRIBED IN DEED BOOK 2295 AT PAGE 90 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA;. THENCE DEFLECTING TO THE LEFT 47°. 06'34" RUN NORTHWESTWARDLY ALONG THE AFOREMENTIONED CENTER LINE OF WAGNER CREEK, FOR A DISTANCE OF 290 FEET, MORE OR LESS, TO ITS WESTERN TERMINUS; THENCE CONTINUE NORTHWESTWARDLY MEANDERING THE PRESENT CENTERLINE OF WAGNER CREEK TO A POINT OF INTERSECTION WITH A LINE 50 FEET EAST OF AND PARALLEI, WITH THE.WEST LINE OF THE NVi 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE RUN SOUTH- WARDLY ALONG THE AFOREMENTIONED LINE, SAID LINE BEING 50 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35 FOR A DISTANCE OF 484.7 FEET, MORE.OR LESS, TO A POINT OF CURVATURE, SAID POINT OF' CURVATURE BEING 50 FEET EAST OF A POINT ON THE WEST LINE OP THE SE 1/4 OF SAID SECTION 35, WHICH IS 832.73 FEET NORTH OF THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE RUN SOUTH- EASTIVARDLY ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT, HAVING'A RADIUS OF.1096.28 FEET AND A CENTRAL ANGLE OF 12030'00", FOR A DISTANCE OF 239.17 FEET TO A POINT -OF TANGENCY;' THENCE RUN SOUTHEASTWARDLY ALONG A LINE TANGENT TO THE AFOREMENTIONED CURVE, A DISTANCE OF.200.00 FEET TO A POINT OF CURVATURE; THENCE RUN SOUTHWARDLY ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 1196.28 FEET AND CENTRAL ANGLE OF 04052'30" FOR A DISTANCE OF 101.79 FEET TO A POINT; THENCE DEFLECTING TO THE LEFT 82022'30" FROM A LINE TANGENT TO THE AFOREMENTIONED CURVE AT SAID POINT, RUN EASTWARDLY FOR A DISTANCE OF 62.96 FEET TO A POINT; THENCE DEFLECTING tO THE RIGHT 40000'00" RUN SOUTHEASTWARDLY.FOR A DISTANCE OF 344.97 FEET TO A POINT, SAID POINT BEING 70.00 FEET_ NORTHERLY OF THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE DEFLECT- ING TO THE LEFT 41001'03" RUN EASTWARDLY ALONG A LINE 70.00 FEET NORTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35, FOR A DISTANCE OF 372.35 FEET TO THE POINT OF BEGINNING OF THE ABOVE DES- CRIBED PARCEL. CONTAINS 6,569 ACRES OF LAND, MORE OR LESS. 97- 727 ORDER NO, 10586 SHEET 2 OF 2 C EXHIBIT B On File with the City.Clerk's Office 97- 727 EXHIBITS"`G. AND D To be attached prior to execution 97- 727 • Ll COVENANT EXHIBIT E This Declaration of Restrictive Covenant In Lieu Of Unity of Title and Agreement (the "Covenant") is made this day of , 1997, by the City of Miami, a municipal corporation of the State of Florida with offices at 3500 Pan American Drive, Miami, Florida 33133, ( the "City") and Winn Dixie Stores, Inc., a Florida corporation, with offices at 5050 Edgewood Court, Jacksonville, Florida 32254, (the "Winn Dixie"). RECITALS WHEREAS, the City holds title to certain property in the City of Miami, Florida, as legally described on Attachment "A' (the "Property"); and WHEREAS, the City and Winn Dixie contemporaneously with the execution of this Covenant have closed on a purchase and sale agreement whereby Winn Dixie has purchased certain real estate from the City, situated adjacent to the Property and legally described in Attachment "B" (the "Adjacent Parcel"); and WHEREAS, the commercial development of the Adjacent Parcel will create jobs in an economically distressed area of the City and generate tax revenue to the City and therefore the City deems it in the best interest of the economic welfare of the City and its residents to assist Winn Dixie in.such endeavor; and WHEREAS, pursuant to the provisions of section 3 of the Charter of the City of Miami and the broad powers granted to municipalities in Florida as provided in Section 2(b), Art. VIII of the State Constitution and the Municipal Home Rule Powers Act, the City has the power, right and authority to grant this Covenant. NOW THEREFORE, the City and Winn Dixie agree as follows: Section 1. Incorporation of Recitals. The recitals and findings set forth in the preamble of this Covenant are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. Section 2. Consideration. In consideration of the City's agreeing to grant this Covenant, Winn Dixie agrees to construct and maintain on the Property, at Winn Dixie's sole cost and expense, automobile parking spaces usable and accessible to the general public doing business in the Civic Center area. Winn Dixie agrees to commence and complete the construction of such parking on the Property at the same time that the construction of the parking for the Adjacent Parcel is commenced and completed. At all times during construction of the parking at the Property, Winn Dixie shall cause its contractor to carry liability insurance in the amount of one million dollars ($1,000,000) per occurrence combined single limit for bodily injury and property damage in order to protect the City from any liability in connection with such construction activities. The City shall be named additional insured. 9'7 727 Thereafter, at all times so long as this Covenant is in force and effect, Winn Dixie shall, at Winn Dixie's sole cost and expense, maintain and repair the parking on the Property in a safe, sanitary and good condition. Winn Dixie hereby acknowledges that it is self insured for general liability and agrees to defend allclaims brought against Winn Dixie or the City due to Winn Dixie's maintenance and repair of the Property. If at any time during the term of this Covenant, Winn Dixie is no longer self insured, Winn Dixie shall maintain liability insurance in the type and amount of coverage as shall be reasonably approved by the City's Risk Management Department. The City shall be named as additional insured on such policies. The parties hereto agree to enter from time to time into such additional agreements as may be necessary with respect to the construction, maintenance, repair and use of the parking spaces on the Property. Section 3. Zoning and Code Compliance. The City and Winn Dixie agree that with respect to zoning and City Code compliance purposes, the Property and the Adjacent Parcel shall be considered one parcel for purposes of all zoning requirements and compliance thereof which will permit the Property to be included in the gross lot area calculation, and the parking spaces located on the Property to be included, for the Adjacent Parcel's parking requirements and permitted floor area ratio calculations. The City agrees not to erect any building improvements on the Property which will interfere. with the rights granted to the Adjacent Parcel under this section. Section 4. Use. The City covenants and agrees that the Property shall be used solely as a parking lot available for use by the general public doing business in the Civic Center area. Section 5. Term of Covenant. The provisions of this Covenant shall become effective upon recordation of this covenant in the public records of Dade County, Florida. This Covenant and agreement shall run with the Property and the Adjacent Parcel and shall be binding upon the City, Winn Dixie, any future owners, mortgagees, their successors, heirs, or assignees and shall continue in effect until released by Winn Dixie and the City which release shall be recorded in the public records of Dade County, Florida. Section 6. Access Easement. The parties hereby grant to each other easements for unobstructed vehicular and pedestrian ingress to and egress from each parcel as may be required for access to Northwest 11 Street. The access easements shall be at such locations' mutually acceptable to the parties. The parties shall have the right, from time to time, to relocate said access easements subject to the new locations being mutually acceptable to the parties. Section 7: Amendments. The provisions of this Covenant may be amended, modified or released by a written instrument executed by the then owners of the Property and Adjacent Property and the City Manager of the City of Miami, provided same is also approved by the City Attorney of the City of Miami. Should this instrument be so amended, modified or released, the directors of the departments of public works, planning and development, and building and zoning of the City of Miami, or their respective -2- 97- 727 designees or successors, shall forthwith execute a written instrument effectuating and acknowledging such amendment, modification or release. Section 8. Enforcement. Enforcement shall be by action against the parties or persons violating or attempting to violate this Covenant. In the event of any litigation between the City and Winn Dixie, the prevailing party in any action or suit pertaining to or arising out of this Covenant shall be entitled to recover all expenses allowed by law including reasonable attorneys fees and court costs. Section 9. Severability. Invalidation of one of the provisions of this Covenant by judgment of court shall not affect any of the other provisions of the Covenant, which shall remain in full force and effect. Section 10. Recordation. This Covenant shall be recorded in the public records of Dade County, Florida, at the sole cost and expense of Winn Dixie. Section 11. Remedies Cumulative. All rights, remedies and privileges granted herein shall be deemed to be cumulative and the exercise of any one or more shall neither be deemed to constitute an election or remedies, nor shall it preclude the party exercising the same from exercising such other additional rights, remedies or privileges as may be available to it. IN WITNESS WHEREOF, the City and Winn Dixie have caused this Declaration of Restrictive Covenant In Lieu Of Unity Of Title and Agreement to be executed by its duly authorized officers and the corporate seal to be affixed hereto, all on the day and year first above -written. ATTEST CITY, a municipal corporation of the State of Florida By: Walter J. Foeman Edward Marquez City Clerk City Manager The foregoing instrumei , 1997, by corporation of the State of Florida, known to me or has produced (did not) take an oath. Notary Public Signature Print Name of Notary Commission No. was acknowledged before me this day of of the City of Miami, a municipal on behalf of the corporation. He/she is personally as identification and who did -3- 97- 727 APPROVED AS TO FORM AND CORRECTNESS: col A. QUINN JONES, III, CITY ATTORNEY WINN DIXIE WINN DIXIE STORES, INC., a Florida corporation, By: Print Name STATE OF FLORIDA ) )SS COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 1997, by of , on behalf of the corporation. He/she is personally known to me or has produced as identification and who did (did not) take an oath. Notary Public Signature Print Name of Notary Commission No. -4- 9 7.. 727 0 .0 ATTACMENT A LEGAL DESCRIPTION OF "ADJACENT PROPERTY" Commence at the Southwest comer of the NW Y4 of the SE Y4 of Section 35, Township 53 South, Range 41 East, Dade County, Florida; thence run N 87°30'50"E along the South line of the NW % of the SE % of said Section 35 for a distance of 839.14 feet to the point .of intersection with the Southerly prolongation of the West line of the property conveyed to the Department of Water and Sewers of the City of Miami by deed recorded in Deed Book 2146 at Page 499 of the Public Records of Dade County, Florida; thence run N 03029'16" W along the Southerly prolongation of the West line of said property conveyed to the Department of Water and Sewer of the City of Miami for a distance of 70.00 feet to a point of intersection with the North line of the South 70.00 feet of the NW % of the SE % of said Section 35; thence run. S 871430'50' W along the North line of the South 70.00 feet of the NW % of the SE % of said Section 35 for a distance of 372.35 feet to the Point of Beginning of the herein described parcel; thence continue along the last described course for a distance of 265.90 feet to a point of curvature of a circular curve to the right; thence run Westerly to Northwesterly along the arc of said circular curve to the right having a radius of 50.00 feet, through a central angle of 71 °53'37", for an arc distance of 62.74 feet to a point of intersection with the Limited Access right-of-way line of State Road No. 836 as shown on the Right -of -Way Map recorded in Road Map Book 81 at Page 73 of the Public Records of Dade County, Florida; thence run N 06019180E along said Limited Access right-of-way line for a distance of 194.65 feet; thence run N 881031'53" E for a distance of 23.34 feet; thence run S 51 °28'OT E for a distance of 344.97 feet to the Point of Beginning; containing approximately 38,207.642 s.f. (.877 acres). Sheet 1 of 2 97- 727 a • • N q#6TCH TO ACCOMPANY LEGAL DES r. ,.JN ATTACED(F.N g `y��Z Z Ep Q•®�\ SQ \.N 30� SCALE t 1 100' ��`, `t�'Li.•3� w 4 f A-30�9'42 N�-R-220' T-59.97' . A-11109' yam✓ 485052'23°lE RAD, 23.34'J S88' 5T'E O.R.B.10725 �F• P.460 6.569 AC. (PORTION OF O.R. B, 2557 P. 694 ? R/w UN E 372.35' $59;34''09'W r'4 1.46 q� y an ago; tea' BID 6 o Mac; ad so • yy,,, O OC6 i� as vs4 4 w� CORNER NW 1/4, EAST SE 1/4 SEC. 35-53-41. ti Fi EAST „ W _ 839,14' _ SRI- SOUTH LINE OF NW I/4 OF SE 1/4 OF SEC. 35-53-41. NOTE: SHEET 2 FOR LEGAL DESCRIPTION PREPARED **'By ' - _ * ... - >. _.. . A. R. TWSSAINT & ASSOCIATES, INC, LAND SURVEYORS 620 N.E. 126 St NORTH MIANI, FL. ORDER NO. 10586 DATE : SEPT. 28,1993 BY : �---�- C. Un"n 59&� . V. PIEs. HOWARD C. GAMBLE REGISTERED LAND SURVEYOR 1683 STATE OF FLORIDA ORDER NO. 10586 P.O.B. SHUT I OF 2 w 97- 727 LEA OESCRIPTION OF PORTION OF O.R.B. 2557 P. 694 WHICH LIES SOUTH OF EAST -WEST EXPRESSWAY (S.R.836) RIGHT-OF-WAY, ALL THAT PART OF THE FOLLOWING DESCRIBED PROPERTY THAT LIES SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF THE EAST -WEST EXPRESSWAY, AS SHOWN ON THE RIGHT-OF- WAY MAP RECORDED IN PLAT BOOK 81 AT PAGE 83 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. COMMENCE AT THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE RUN EASTWARDLY ALONG THE SOUTH LINE OF THE NW-1/4 OF THE SE 1/4 OF SAID SECTION 35',. FOR A DISTANCE OF 839.14 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY.PROLONGATION OF THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY. OF MIAMI, AS RECORDED IN DEED BOOK 2146 AT PACE 499, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; THENCE DE- FLECTI M TO THE LEFT 91000'06" RUN NORTHERLY ALONG THE SOUTHERLY PROLONGATION OF'THE WEST LINE AND ALONG THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, FOR A, DISTANCE OF 70.01 FEET.TO THE POINT OF BEGINNING OF THE TRACT OF LAND HEREINAFTER DESCRIBED, SAID POINT OF BEGINNING BEING 70.00'FEET'NORTH OF THE SOUTH LINE OF THE.NW 1/4 OF - THE SE 1/4 OF SAID SECTION 35: FROM SAID POINT•OF BEGINNING, THENCE CONTINUE NORTHWARDLY ALONG THE AFOREMENTIONED TIEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI:, FOR A'DISTANCE OF 532.8 FEET, MORE OR LESS,, TO THE -CENTERLINE OF WAGNER CREEK, AS DESCRIBED IN DEED BOOK 2295 AT PAGE 90 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA;. THENCE DEFLECTING TO THE LEFT 470 06'34".RUN NORTHWESTWARDLY ALONG THE AFOREMENTIONED CENTER LINE OF WAGNER CREEK, FOR A DISTANCE OF 290 FEET,' MORE OR LESS, TO ITS WESTERN TERMINUS; THENCE CONTINUE NORTHWESTWARDLY MEANDERING THE PRESENT CENTERLINE OF WAGNER CREEK TO A POINT OF INTERSECTION WITH A LINE 50 FEET EAST OF AND PARALLEI, WITH THE WEST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE RUN SOUTH- WARDLY ALONG THE AFOREMENTIONED LINE, SAID LINE BEING 50 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NW 1/4 OF THE SE 1/4. OF SAID SECTION 35 FOR A DISTANCE OF 484.7 FEET, MORE. OR LESS, TO A POINT OF CURVATURE, SAID POINT OP' CURVATURE BEING 50 FEET EAST OF A POINT ON -THE, WEST LINE OF THE SE 1/4 OF SAID SECTION 35, WHICH IS 832.73 FEET NORTH OF THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 .OF SAID SECTION 35; THENCE RUN SOUTH- EASTVIARDLY.ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT, HAVING•A RADIUS OF.1096.28 FEET AND A CENTRAL ANGLE OF 12030'00" FOR A DISTANCE OF 239.17 FEET TO A POINT -OF TANGENCY;' THENCE RUN SOUTHEASTWARDLY ALONG A LINE TANGENT• TO THE AFOREMENTIONED CURVE, A DISTANCE OF.200.00 FEET TO A POINT OF CURVATURE; THENCE RUN SOUTHWARDLY ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 1196.28 FEET AND CENTRAL ANGLE OF 04°52'30" FOR A DISTANCE OF 101.79 FEET TO A POINT; THENCE DEFLECTING TO THE LEFT 82022'30" FROM A LINE TANGENT TO THE AFOREMENTIONED CURVE AT SAID POINT, RUN EASTWARDLY FOR A DISTANCE OF 62.96 FEET TO A POINT; THENCE DEFLECTING 'IO THE RIGHT 40000'•00" RUN SOUTHEASTWARDLY,FOR A DISTANCE OF 344.97 FEET TO A POINT, SAID POINT BEING 70.00 FEET NORTHERLY OF THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE DEFLECT- ING TO THE LEFT 41001*03" RUN EASTWARDLY ALONG A LINE 70.00 FEET NORTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35, FOR A DISTANCE OF 372.35 FEET TO THE POINT OF BEGINNING OF THE ABOVE DES- CRIBED PARCEL. CONTAINS 6,569 ACRES OF LAND, MORE OR LESS. 97- 72'7 ORDER NO, 10586 SHEET 2 01 2 C • TO Walter J. Foeman City Clerk CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM DATE: SUBJECT: FROM. Dena Bianchino, Assistant Director REFERENCES Department of Planning and Development ENCLOSURES: Asset Management Division October 9, 1997 FILE Item 27 of October 14, 1997 Commission Agenda Please find attached a copy of Exhibit "B" to item 27 of the City Commission agenda of October 14, 1997. As referenced in the agenda package, this exhibit is to be on file with your office. If you have any questions, please call me at 416-1450. 97- 727 C'� - " PHASE I = ENVIRONMENTAL AUDIT - - -MUNICIPAL JUSTICE BUILDING 1155 N.W. 11 STREET - - - - - MIAMI, DADE COUNTY, FLORIDA - -. JUNE 24, 1997 PREPARED BY: AB2MT CONSULTANTS, INC. 9400 SOUTH DADELAND BOULEVARD SUITE 370 MIAMI, DADE COUNTY, FLORIDA A132MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 97- 727 PHASE I - ENVIRONMENTAL AUDIT MUNICIPAL JUSTICE BUILDING 1155 N.W. 11 STREET MIAMI, DADE COUNTY, FLORIDA 1.0 INTRODUCTION 1.1 Background On 'May 29, 1997 AB2MT Consultants, Inc., (AB2MT) was authorized by the City of Miami to conduct a Phase I - Environmental Audit for the property designated as "Municipal Justice Building" located at 1155 N.W. 11 Street, Miami, Dade County, Florida. The site lies within Section35; Township 53 .South, Range 41 East (see Figure 1 - Site Location Sketch). This Audit was to .include the research of available Federal, State and County environmental = records to determine whether environmental concerns exist at the subject property and/or surrounding properties; a review of aerial photographs and other historical informational resources in order to evaluate -prior land uses at the subject property; a compilation of information related to water supply, sewage disposal, stormwater drainage systems and other public facilities which may have influenced the environmental integrity of the subject site; and a site inspection to identify existing or potentially hazardous environmental conditions at the subject,.property or adjacent properties. It should be noted that this. Audit is not all inclusive with. respect to each and every environmental regulation. Services such as a full Environmental Compliance Inspection, a hazardous chemical inventory pursuant to Federal Superfund Amendments and Reauthorization Act (SARA) Title III statutes;.or an assessment of worker health and safety issues related to Occupational Safety and — - Health -Administration (OSHA) regulations, exist outside the scope of this Environmental Audit. Nevertheless, any obvious concerns associated with these non -related issues observed during the site inspection would be duly noted herein. Based upon the Phase I research described above and the observations of the site inspection, this firm was to provide a determination regarding the status of environmental compliance at the subject site and/or prepare appropriate recommendations for the site. t AB2MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL � PLANNING - (305) 670-1011 - Fax (305) r670-1016 9 Ay + 727 ----- --- - - -- -2.1 Site Description - 2.0 SITE SPECIFIC INFORMATION The subject property is approximately 6.57 acres in size and has been improved with three (3) __separate concrete-- block:.and- stucco .(CBS) .buildings- further -described. as follows: a 2-story building which is primarily vacant, although the second story of the building has been allocated to the Dade County Interim Central Detention Center; a single -story-building utilized by the City of Miami Parks Operations; and a single story building used by the City of Miami Law Department and Public Works;Department for file storage. All of these structures exist together with ancillary -- aved arkin areas and -certain other site improvements refer to Figure 2 -Site Sketch). 21 - - Legal Descriptions The legal description of the -subject property;-= in -addition to -a -sketch -of survey which accompanies the legal description, as provided to AB2MT by the Client; is attached as Exhibit I. Dade -County. Tax -Folio records on4e-.with..the Dade:=County -Public Service Department indicate the following information related to the subject site: Folio 0.1-3135-000-0164 _2.3 _ _ Surrounding Uses Address - 1155 N.W. 11 Street Owner Year. Built City of Miami 1950 - _ The: subject --property. is located within the -City of. -Miami, Dade County,. Florida. The subject property-y_ is: bordered: to. the north- by. State. Road _836/Dolphin--Expressway and . Wagner Creek; to -,the south_(across:N.W-. 'J I.. Street) by. Travel Lodge and -residential: uses; to the east by the City of - - Miami Department. of Water-& -Sewers; and to* the west by --the N.W. 1.2 Avenue right-of-way corridor: A Surrounding Uses Sketch is provided as Figure 3-. 2.4 Zoning The subject property is zoned C-1 (Restricted Commercial), a zoning classification in accordance with the City of Miami's Official Zoning Atlas and Comprehensive Development Master Plan. 2 AB2MT CONSULTANTS, INC. - ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 o' 3.0 SITE USE - HISTORICAL ----------- -Potential environmental impacts relating to past uses of the subject site were investigated by means of a visual review of aerial photographs on -file with the Dade County Public Works Department, in addition to a compilation of various site history records. 3.1 Aerial Review Aerial photographs reviewed include the following years: 1963 through 1969,. inclusive, and 1971 through 1997 inclusive. A summary of land uses noted on the aerial photographs, at and adjacent to the'subject property, is provided below. 1963-66 The subject property appears as it currently exists. Directly north of the subject site, vacant, undeveloped land, Wagner Creek and residential uses are noted. To the south of the subject property, residential uses are noted. The City of Miami Department of Water & Sewers is visible to the east, and vacant, undeveloped land is noted to.the west (across N.W. 12 Avenue). 1967-68 Construction of State Road 836/Dolphin Expressway is visible to the north of the subject property. 1969 State Road 836/Dolphin Expressway appears as it currently exists. No additional changes are noted. 1971-91 No significant changes are noted at or adjacent to the subject property. 1992 The western portion of the subject property does not appear to be in use. Automobiles are only observed at the location of the Dade County Interim Central :.:..::.. Detention Center and Parks Operation building. �1.993-97 No significant changes are noted at or adjacent to the subject property. The subject property and surrounding properties appear as they currently exist. A copy of that portion of the 1997 aerial photograph, which includes the subject property, is provided as Exhibit II. 3.2 Bresser and Polk Directories Review Bresser and Polk Directories on -file at the Main Library of.the Miami -Dade Public Library System were reviewed in efforts to establish historical uses at the subject property. The available directories on -file for that portion of the City of Miami in which the subject property is located date from 1925 to 1989. It should be noted that the subject property was first listed by street address in the 1957 Polk Directory. A chronological listing of uses at the subject property from 1957 to 1989 follows on the next page: 3 AB2MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 97- 727 Year Address Use 1957-74- 1155 N.W. 11 Street-- -- - Municipal Justice Building - Municipal Court Clerk Law Department Prosecuting Division City Police City Jail - - City Police Department Academy City Police Department Motorcycle Unit 197T 1155 N.W. 11 Street',... Woman's Detention Center - Woman's Social Service 1979-80_ _.. 1155 N.W._1.1__Street _ _._ _. _ _ Greater. Miami.. Chamber of Commerce City Citizen Service _ City Youth Programs City Human Resources City Employment Application City Job Verification .. City Affirmative Action. City Safety Division City Bridge Department 1989 1155 N.W. 11 Street City Community Development --- -- City Community Program City Social Programs City Citizens Response City Jobs -Neighborhood Program - City: Employment -Application & Information City Employment Verification - - _ 115:1 N.W; 11 Street- ` County Corrections Bureau Supervisor County Social Services 1149 N.W. 11 Street Miami Bridge Department 3.3 Sanborn Fire Insurance Map and Hopkins Plat Review In efforts to document the potential historical storage of hazardous materials at the subject property, -Sanborn Fire: Insurance 'Maps and- Hopkins- Plats on -file with the Mapping and Geographic Department of Environmental Risk Information & Imaging Services (ERIIS) and the Main Library of the Miami -Dade Public Library System were researched. The available Sanborn and Hopkins maps for that portion of the City of Miami in which the subject property is located included maps for the following years: 1925, 1938, 1950 and 1987. 4 A82MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 97- 727 a' The 1925 Hopkins Plat, depicts the subject property as a portion of a Golf Course. The 1939 and 1950 Sanborn Maps indicate that the subject property was as a portion of the Miami Country Club and Golf Course. The 1987 Sanborn Map shows the structures currently located on the subject property. It should be noted that all of the Sanborn Maps reviewed failed to reveal the presence of any hazardous liquid storage tanks.at the subject property. Copies of the 1925, 1938, 1950 and 1987 Hopkins and Sanborn Maps, respectively, have been attached as Exhibit III. 3.4 Flammable and Combustible Liquids Permit Records A review of Flaniihable and Combustible Liquids permit records on -file with the City of Miami Bureau of Fire Protection was conducted in order to determine if any aboveground storage tanks (AGT's) or underground storage tanks (DST's) were installed or removed from the subject property. It should be noted that, in accordance with Chapter 19 entitled "Fire Protection", of the Code of the City of Miami, the bureau of Fire Protection requires all AGT's or UST's having a capacity of sixty (60) gallons or more of flammable or combustible materials to be permitted with the City of Miami. According to Lieutenant Scott, with the City of Miami Bureau of Fire Prevention, permit records pertaining to the subject property were not on -file with the City of Miami Bureau of Fire Prevention. 3.5 Summary Based on a compilation of research discussed above, it has been, concluded that the subject property was a portion of the Miami Country Club and Golf Course from (circa) 1925 to 1950. In 1950 the City of Miami Municipal Justice Building complex was constructed. Based on a Sketch of Survey, dated April 1959 and provided to AB2MT by the Client, the buildings constructed in 1950 are consistent with the structures which currently exist on -site. Bresser and Polk Directories and the Sketch of Survey, dated 1959, indicate that the City of Miami Police Department Motorcycle Unit maintained a motorcycle shop at the current location of the Park Operations building. Additionally, a Gunnery Range was also located at the current location of the City of Miami Law Department and Public Works Department storage building. Evidence suggests that the motorcycle shop operated on -site from 1950 until (circa) 1974. It is unclear if maintenance and repair activities were in fact conducted at the former motorcycle shop. However, it would be prudent to assume that mechanical maintenance and repair activities were conducted in this area. It should be noted that mechanical repair activities represent a potential environmental concern due to the types of industrial/hazardous materials which are handled, stored and generated on -site. The Gunnery Range was utilized as an indoor shooting range and for the storage of ammunition. Based upon the fact that the floor of the former Gunnery Range is concrete and the ammunition was reportedly collected and properly disposed, it is unlikely that the environmental integrity of the subject property would have been negatively impacted by the use of lead based ammunition within the Gunnery Range building. 5 AB2MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 97727 a, Finally, the types of uses which have operated from the subject property from 1977 to 1997 do not appear to represent any environmental concern. 4.0 UTILITIES 4.1 Public Water Supply/Sanitary Sewage Collection Water and sewer atlas information was reviewed as part of this report to determine whether public,water supply and/or sanitary sewage collection systems are available to the subject property. .. According to sewer. atlas information provided by Mr. Amilar Choquehuanca with the City of Miami- -Department-- of Public Works. public sanitary- sewer service is available to the subject property --via an- -8-inch=diameter gravity sewer -main running within the"N.W. 11 Street right-of- way corridor. - - - -According to water atlas information provided by-Mr.Yves B: Fequiere of the Miami -Dade Water and. Sewer Department (M-DWASD), public water supply is: available -to the subject property via a -1.2= inch- -diameter..water :main running -within-.the--N W:- -11. Street.. right-of-way corridor. - - -- -According--to- "as -built"- information; -public water --supply- has -been--available to the subject property since (circa) 1927 and sanitary sewer service has-been -available since (circa) 1950. 4.2 Stormwater Drainage ._ .. -Stormwater, runofffrom the paved parking areas=of:thc �ubJect=property:;is;collected by on -site = catch =basins:, --Based on:field observations. --it ==appears.=that---these- catch basins discharge to slab- _ covered -trenches (i.e:; -.soakage _pits). However, a -Sketch- of Survey dated 1959, in addition to - - -field observations, revealed that several catch basins located- directly north of the Municipal - -Justice Building -arid adjacent- to the Parks. Operations building discharge directly to Wagner Creek. -It-should be noted that this firm attempted to obtain- historical -building plans on -file with the City of Miami Microfilm Department in order to ascertain the construction details of this stormwater drainage system which appears to discharge to Wagner Creek. However, building plans were not on -file with the Microfilm Department. In- order to determine if the City of Miami would need to obtain - a National Pollutant Discharge Elimination Systems (NPDES) permit for discharging stormwater to Wagner Creek, Mr. Roosevelt Childress, Chief, Storm Water and Municipal Permit Unit, with the United States Environmental Protection Agency (EPA) Region IV was contacted. According to Mr. Childress, a NPDES permit is not required for the subject property since industrial activities are not conducted on -site. 6 AB2MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 97— 727 a' Finally, it should be noted that if substantial modifications are made to the subject property, it will be required that the present drainage systems be brought into compliance with regulations in effect - at that -time. -This may include on -site retention of stormwater runoff, the installation of pollutant retardent catch basins which provide for oil and water separation, the installation of exfiltration trenches (i.e., french drains), and the elimination of the existing outfall which -- - - discharges to Wagner Creek. 5.0 ENVIRONMENTAL RECORDS 5.1 Federal aril State Records The United -.States Environmental Protection Agency (EPA) and the Florida Department of Environmental Protection (FDEP) maintain computer database information systems which serve to store information for certain monitored and/or ,regulated facilities. By utilizing Environmental - = == Risk =Information -& -•Imaging Services' (ERIIS) "American Society for Testing and Materials (ASTM) Summary. Radius Statistical Profile", the. following databases were selected during the ehvirorimental records research portion of this audit: National Priorities List (NPL); - - -Comprehensive —Environmental Response Compensation and Liability Information System (CERCLIS); Resource Conservation and Recovery Information System (RCRIS); Emergency Response Notification System (ERNS); Florida Leaking Storage Tank Report (LRST); Florida Stationary Tank Inventory (RST); Florida Solid Waste Facilities (SWF); Florida Sites List (HWS); No Further Remedial Action Planned Sites (NFRAP); and the Metropolitan Dade County Regulatory Database Report (SPILLS) databases. - - The NPL database report, also known as the Superfund List, is an EPA listing of uncontrolled or -- - -.abandoned hazardous -waste sites. The CERCLIS database report is a comprehensive listing of = known -or suspected -'uncontrolled or abandoned hazardous waste sites. The RCRIS database -:report -lists -those --facilities and/or locations that are handling, storing; generating and/or _ transporting , hazardous materials or waste. The RCRIS classifies these sites as either large quantity generators or small quantity generators of hazardous waste. ERNS database report is a - - - national computer- -database used to accumulate information on releases of oil and hazardous substances and identifies those facilities and/or locations that have been reported to EPA for the -release of potentially hazardous material(s). The LRST database is a comprehensive listing of all petroleum storage tank systems located within the State of Florida which have reported a release of petroleum products. The RST database lists both aboveground and underground petroleum storage tank systems registered with the FDEP. The SWF database lists all active and inactive permitted solid waste landfills and processing facilities operating within the State of Florida. The HWS database is a listing of properties that are categorized by the FDEP as potentially hazardous. The NFRAP database lists those sites which have been removed from the EPA's CERCLIS database. The SPILLS database report contains information on sites which are tracked by the Metropolitan Dade County Department of Environmental Resources Management (DERM). 7 A62MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 9 7 - 72'7 s The NPL database report (extracted 5/23/97), the CERCLIS database report (extracted 5/23/97), the RCRIS database report (extracted 3/14/97), the ERNS database report (extracted 5/09/97), ---- --- --the LRST--database report- (extracted -I/03/97),-the RST-database report -(extracted 4/18/97), the SWF database report (extracted 4/11/97), the HWS database report (extracted 6/09/95), the NFRAP database report (extracted 5/23/97) and the SPILLS database (extracted 4/25/97) all failed to list the subject- property. -Copies of the -database -reports are -included as Exhibit IV. 5.2 Dade County Records The Metropolitan'Dade County Department of Environmental Resources Management (DERM) _. maintains enforcement .-records -by.name..(company or individual) and by street address. A review - of the current enforcement cases provided by DERM failed to. indicate that enforcement actions have ever been initiated against the subject property. DERM --also.-.maintains--permit/tracking_ records -regarding--underground -storage tank (UST) systems; _facilities which .handle, store and/or generate industrial/hazardous materials or wastes; air pollution facilities; marine and agricultural- facilities.--IIoviiever;- a__ -review of DERM's permit/tracking lists regarding these`.activities failed- to indicatethat =the -subject property has ever been: permittedand/or tracked by DERM. 5.1 - ----- Environmental Records -For -Surrounding Properties Surrounding properties were researched as part of this report by reviewing Federal and State environmental database reports located within the applicable ASTM search radius for each - database- report-, and- Dade --County DERM- enforcement -and-permit/tracking records for other :_pr"oper ies_lacated within=one-quarter.-mile_.of the subject: property. :This was performed in order _ ::.ao__evaluate_the--potential =for.=contamination =migration `to.the_subject property. However, in' each _ = ease, the-database_reports-in--luded-in the _ASTM -Summary Radius Statistical Profile, in addition -- to -a - compilation of information available in DERM records concerning these other properties did - not -suggest that any site in proximity --to the subject"property -has -adversely impacted on -site - -- — environmental conditions as, of _the writing °of- this -report: --An -ERIIS Digital Site Map, which is included as Exhibit V, depicts the location of those properties included in the ASTM Summary Radius Statistical -Profile database reports, which are attached as Exhibit IV. 6.0 SENSITIVE ENVIRONMENTAL AREAS 6.1 Dade County Wellfield Protection Area According to the Metropolitan Dade County Wellfield Protection Area Map, the subject site is not located within a public water supply wellfield cone -of -influence (COI) as currently computer modeled by DERM. A copy of a portion of the Dade County Wellfield Protection Area Map has been included as Exhibit VI in order to depict the location of the subject property in relation to the nearest wellfield COI. 8 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 97- 727 u. 6.2 Solid Waste Sites, Landfills and Dumps - --DERM'-s-Dade County Solid Waste Sites Map, dated 1994, depicts the locations of existing and/or former solid waste sites, Superfund sites, landfills, lakefills and dumps located within Dade County. Each of these sites are identified on the map by a hatched area with a designated number. The Dade County Solid Waste Sites Map failed to indicate that the subject site or any adjacent properties were formerly solid waste sites, Superfund sites, etc. A portion of the Dade County Solid Waste Sites Map which depicts the approximate location of the subject property has been included as Exhibit VII. The approximate location of the subject property has been marked on the map with a graphiqsymbol "Site Location". According to DERM's Wetlands Permit Basin Map of Dade County, dated 1990, the subject site is not located within a wetlands area. The wetland areas identified by DERM are depicted on the map by various hatched regions. The approximate location of the subject property has been - - - marked --on the map with a graphic symbol "Site Location". A copy of a portion of DERM's - =- -- W-etlands Permit Basin Map is attached as Exhibit VIII. 7.0 SUPPLEMENTAL INFORMATION 7.1 Groundwater Flow Direction The regional groundwater flow direction for the vicinity of the subject property appears to be generally in a, southeasterly direction based upon the Average Ground -Water Level elevation --=- contour°inap contained in the Water Control Design Manual of the Public Works Manual (revised 1977),- as published by the Metropolitan Dade.. County Public Works Department.' Refer to _Exhibit -IX-for a -copy of the Average Ground -Water Level elevation contour map. .7.2 Polychlorinated Biphenyl (PCB) Survey In order to determine the ownership, PCB status and condition of on -site electrical equipment, a request for PCB related information was submitted to Florida Power and Light (FPL). According to Mr. Robert Schimansky, South Area Environmental Coordinator with FPL, the FPL Company owns and operates all on -site electrical equipment. Furthermore, within the last ten years FPL has replaced all of it's known PCB containing equipment, and if on -site electrical equipment should leak, FPL would assume responsibility for cleanup and disposal of PCB -containing material. 7.3 Limited Asbestos Survey A limited asbestos survey was conducted for the buildings in the Municipal Justice Building complex by Evans Environmental & Geological Science and Management, Inc. (EE&G). The purpose of the limited asbestos survey was to determine the presence, extent and condition of any asbestos -containing materials (ACM's) within the interior of the above referenced structures. According to EE&G's reports included as Exhibit X, ACM's were identified in various vinyl floor 9 AB MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 ® ...____0 tiles in the main building of the complex and the Park Operations building as well as in thermal pipe insulation in the jail's generator room. Refer to the Limited Asbestos Survey report dated --June--24,-1997-which is included as Exhibit X for additional detail -related to the locations and estimated quantities of asbestos containing materials which were identified by EE&G. 8.0 SITE RECONNAISSANCE 8.1 Site Inspection On June_ I I and-18; 1997 Ms. -Dawn -B. Utset an- Environmental Technician and Mr. Michael Patey, E:L, both with AB2MT-inspected the subject property and- observed --conditions which were .consistent with the descriptions provided herein. Photographs of'the site are included as Exhibit XI. 1. The subject property has been improved with three (3) separate CBS buildings. Those facilities. which currently operate -from these structures are as- follows: the Dade County - interim Central=Detention Center -is -located .on -the -second floor of the 2-story building and the remaining. areas of the building are not in use; Parks_ Operations currently occupies the _ northern most single. story building; and, the second single story building is used for -- - -- __.. - -storage--by--the City -of -Miami: Law Department _and Public Works Department. 2. "Stormwater runoff from the paved parking areas of the 2-story building is provided by several catch basins. Inspection of the groundwater contained within the accessible catch _..:...._.. _ .. _. __basins.:failed-.to reveal_an_oily sheen or -petroleum odor. The majority of the catch basins located gn the southweste_m p_ortion-of the property were filled with dirt and debris. 3...:-.- Evidence of _what_ appeared- to- be --an- underground: storage -tank (UST) system was observed in -the -area of the generator room which services the Dade County Interim Central Detention :C.enter: Two vent pipes were: visible outside the generator .room. It should be noted that -vent pipes typically represent --the presence of either an aboveground storage tank (AGT) or an UST. Interior inspection of this area revealed that one pipe is an exhaust pipe _ associated with the facility's emergency generator. A day tank was observed adjacent to the generator. The point of connection and use of the second pipe could not be determined by field observations. It is recommended that the function of this pipe be verified. --------=--- --- 4.. =-No-'containers; drums; aboveground storage=tanks (ACT's) or other aboveground storage units containing hazardous materials and/or liquid waste were noted during the inspection of the 2-story building, with the exception of the day tank located adjacent to the generator. 5. Numerous empty 55-gallon capacity -drums, heavy equipment and used tires were observed in the area of the Parks Operations building. No heavy equipment repairs are conducted on -site. Apparently, the drums are utilized as trash cans at the City of Miami 10 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 9 - 727 a' parks. Used batteries stored in the open and adjacent to the Parks and Operations building were observed. A threaded and capped metal pipe was also observed extending approximately six (6) inches above grade on the south side of the Parks Operations building. It should be noted that representatives of AB2MT were not able to open the pipe. The pipe's function was not apparent; however, the potential exists that it may be - - -- associated with a UST formerly used by the motorcycle shop. Therefore, it is the recommendation of this firm that a licensed plumber be retained to access the pipe in order to ascertain its use. Alternatively, building plans should be located which would provide construction details and information related to the unknown pipe. 6. Scattered debris and. wood are located between the Parks Operations building and the -- - storage shed., Consequently, a through inspection of this area could not be conducted. It should be noted that the Sketch of Survey dated 1959 depicts two (2) catch basins in this area; however, neither catch basin could be located during the site inspections. 7. Interior inspection of the Parks Operations building revealed that this building is utilized - = - for office space• and for dry goods storage. The types of materials stored consist of janitorial -type = supplies, fertilizers and Round -Up. No mixing is conducted on -site. 8. A small machine room is located within the Parks Operations building. It appears that - - - --minor mechanical repairs of lawn. maintenance equipment are conducted in this area. No - -floor-drains are observed in this room. Several oils cans and lubricant containers were observed. Several empty gas cans were noted. It should be noted that this area does not appear to be used regularly. A carpentry shop.is also located in the Parks Operations building. No floor drains were = visible`. -According to on-sitepersonnel, this area is no longer in use. - -.10. .. No- ,drums, aboveground storage tanks (AGT's) or other aboveground storage units - containing -hazardous materials and/or liquid waste were noted in the Parks Operations building. 11. --Stormwater runoff from the paved parking areas of the Parks Operations building is collected by on -site catch basins. Inspection of the groundwater contained within the catch basins failed to reveal an oily sheen or petroleum odor. As previously discussed above in subsection 4.2 Stormwater Drainage, stormwater collected by these catch basins appears to discharge directly to Wagner Creek. 12. A trailer is located adjacent to the CBS storage building. Interior inspection of the trailer revealed that pesticide and insecticide products are stored in this area. According to on - site personnel, mixing is conducted in a specially equipped truck and not over the asphalt. 13. No evidence of a leaking electrical transformers was observed on the subject property. 11 AB2MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 9'7- 727 14. No stained soil or stressed vegetation was observed on the subject property which would be indicative of a release of hazardous materials, wastes or petroleum products to the -- - - - -open- ground-. -However;- some -oil stains were observed on -the -asphalt paved parking area of the Parks Operations building. These stains appear to be associated with potential leakage from the heavy equipment stored in the area. It also appeared that some spillage — -had occurred -on an -adjacent and in the parking lot. 15. Adjacent properties were inspected via public rights -of -way. In each case, no obvious sign of an environmental threat to the subject property was observed in the vicinity (e.g., stressed vegetation, improper storage of hazardous materials and/or wastes, leaking electrical transformers, etc.). 9.0 CONCLUSIONS AND RECOMMENDATIONS As -discussed above, in- section :3 0. SITE-_ USE I�iSTORICAL, the City of Miami Police Department's Motorcycle Unit operated a motorcycle shop from the Parks Operations building from (circa) 1950 until -(circa)-. f974. - It: is unclear if maintenance and- repair activities were in fact = conducted at the former motorcycle -shop: --However, -it would =-be-prudent to assume that -- ---- - - - -mechanical maintenance and repair- activities were conducted in this area. - Considering, the -time -elapsed--since--the -motorcycle- shop- -operated- from: -the subject property, in addition to the fact- that- the subject property has been --connected to .the public sanitary sewer system since the Municipal Justice Building complex was constructed in 1950, it is unlikely any residual contamination exists as a result of the motorcycle shop maintenance and repair activities. - However, the unknown pipe:located on the south side of the -Parks-Operations building should be -- ..- further.; investigated_ to ---confirm that it is not :associated-w'itfi=an_-U- ST system. It is also possible the pipe isaeanouY_' associated with the building's sanitary sewer -discharge. Until the use and. construction. details of. the pipe is determined, -this firm. cannot- bff_er an opinion regarding ..........-~environmental .compliance --at the. Parks Operations building. since -the.potential exists for soil - -._u- and/or -groundwater -contamination; if in fact the =pipe --is -associated -with- an -improperly abandoned . UST. With regards to the foregoing, and based upon -the various components discussed herein, it is the opinion of this firm that no environmental concerns exist at the 2-story building and the storage building with the possible exception of the vent pipe located outside the 2-story building's generator room. It is recommended that this pipe's function be determined. This firm also recommends the following: I) The trash and debris surround the Parks Operations building be collected and properly disposed. All batteries must be stored undercover or properly disposed. 2) It is this firm's opinion that it would be prudent to open the unknown pipe located on the south side of the Parks Operations building in order to ascertain the use of the pipe and to confirm that it is not associated with an UST. 12 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 97 727 3) The catch basins which are filled with dirt and debris should be cleaned out to prevent flooding that occurs when a stormwater drainage system is obstructed. 4) The small area of oil spillage in the landscaped "island" on the north side of the Park Operations building be excavated and properly disposed. 5) The Parks Operation facility should comply with the applicable Best Management Practices listed in DERM's "Best Management Practices for Mechanical Repair Facilities" and FDEP's "Best Management Practices for Golf Course Maintenance Departments". For example; these documents list proper procedures for the storage and disposal of used tires and batteries; proper procedures for handling oil spills; proper procedures fort e -- management of pesticides and fertilizers; as well as other pertinent operating procedures which will help to prevent the contamination of soil, groundwater and surface water by the materials handled and -stored at the Parks Operations building. Copies of DERM's "Best Management Practices for Mechanical Repair Facilities" and FDEP's "Best Management Practices for°Golf Course Maintenance Departments" have been included as Exhibit XII. It. is recommended that the City of Miami contact Ms. Lorna Buckner of DERM's Agricultural Waste Section for determination related to -the Park Operation Departments requirement for permitting. Ms. Buckner may reached at 372-6789. It should be noted that the statements made in this report represent our professional opinion, based upon the data available at the time of the writing of this report and cannot be considered as an absolute "guarantee" of the environmental conditions and related information discussed. In addition, . future._activities at the subject site or nearby properties may result in a change in the =— ;conditions discussed herein . ;Finally, it is this firm's belief that it is generally prudent to conduct soil -and/or ;groundwater sampling in order to establish background environmental conditions; however; -such _tesiing,mould be conducted solely at the Client's discretion. PREEARED.BY._ REVIEWED BY: / -25 '' Dawn B. Utset Environmental _Technic Cn 13 A132MT CONSULTANTS, INC. - ENGINEERING - ENVIRONMENTAL - PLANNING - (305) 670-1011 - Fax (305) 670-1016 97— 727 SCALE: 1:24 000 1 .6 0 YI1,E8 10" 0 1000 !!000 3000 4000 5000 0000 7000 8000 9000 10 000 1 .5 O mwwrnm 1 E 1000 0 OO NATIONAL GIODITIC T10MUL DATUM OF 1989 CONTOUR INTERVAL 5 FEET 97-- 727 SITE LOCATION SKETCH MUNICIPAL JUSTICE BUILDING AB2MT CONSULTANTS. INC. FIGURE 1155 N.W. 11 STREET MIAMI. DADE COUNTY, FLORIDA ENGINEERING :ENVIRONMENTAL 0 EXHIBIT ' I AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 6�- #& 727 :s LEGAL. DESCRIPTION.4% PORTION OF O.R.B. 2557` .. 694 WHICH LIES SOUTH OF EAST -WEST EXPRESSWAY (S.R.836) RIGHT-OF-WAY. ALL THAT PART OF THE FOLLOWING DESCRIBED PROPERTY THAT LIES SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF THE EAST -WEST EXPRESSWAY, AS SHOWN ON THE RIGHT--OF-- WAY MAP RECORDED IN PLAT BOOK 81 AT PAGE 83 OF THE PUBLIC RECORDS OF DARE COUNTY, FLORIDA. COMMENCE AT THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE RUN EASTWARDLY ALONG THE SOUTH LINE OF THE NW'1/4 OF THE SE 1/4 OF SAID SECTION 35,.FOR A DISTANCE OF 839.14 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHERLY.PROLONGATION OF THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, AS RECORDED 'IN DEED BOOK 2146 AT PACE 499, of THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; THENCE DE- FLECTING TO THE LEFT 91000'06" RUN NORTHERLY ALONG THE SOUTHERLY PROLONGATION OF THE WEST LINE AND ALONG THE WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIA111, FOR A DISTANCE OF 70.01 FEET.TO THE POINT OF BEGINNING OF THE TRACT OF LAND HEREINAFTER DESCRIBED, SAID POINT OF BEGINNING BEING 70.00 FEET'NORTH OF THE SOUTH LINE OF THE -NW 1/4 OF THE SE. 1/4 OF SAID SECTION 35; FROM SAID POINT -OF BEGINNING, THENCE CONTINUE NORTHWARDLY ALONG THE AFOREMENTIONED WEST LINE OF THE PROPERTY OWNED BY THE DEPARTMENT OF WATER AND SEWERS OF THE CITY OF MIAMI, FOR A -DISTANCE OF 532.8 FEET, MORE OR LESS,, TO THE CENTERLINE OF WAGNER CREEK, AS DESCRIBED IN DEED BOOK 2295 AT PAGE 90 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; THENCE DEFLECTING TO THE LEFT 470 06'34".RUN NORTHWESTWARDLY ALONG THE AFOREMENTIONED CENTER LINE OF WAGNER CREEK, FOR A DISTANCE OF 290 FEET, MORE OR LESS, TO ITS WESTERN TERMINUS; THENCE CONTINUE NORTHWESTWARDLY MEANDERING THE PRESENT CENTERLINE OF WAGNER CREEK TO A POINT OF INTERSECTION WITH A LINE 50 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE RUN SOUTH- WARDLY ALONG THE AFOREMENTIONED LINE, SAID LINE BEING 50 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35 FOR A DISTANCE OF 4.84.7 FEET, MORE -OR LESS, TO A -POINT OF CURVATURE, SAID ROI-NT OF CURVATURE BEING 50 FEET EAST OF A POINT ON -THE, WEST LINE ON THE SE 1/4 OF SAID SECTION 35, WHICH IS 832.73 FEET NORTH OF THE SOUTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 OF SAID SECTION 35; THENCE RUN SOUTH- EASTWAARDLY ALONG THE ARC OF A TANGENTIAL CURVE TO THE LEFT, HAVING'A RADIUS OF.1096.28 FEET AND A CENTRAL ANGLE OF'12030'00", FOR A DISTANCE OF 239.17 FEET TO A POINT -OF TANGENCY;' THENCE RUN SOUTHEASTWARDLY ALONG A LINE TANGENT - .TO THE AFOREMENTIONED CURVE, A DISTANCE OF.200.00 FEET TO A POINT OF CURVATURE; THIINCE RUN SOUTHWARDLY ALONG THE ARC OF A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 1196.28 FEET.AND CENTRAL ANGLE OF 04"52''30" FOR A DISTANCE OF"101.79 FEET TO A POINT; THENCE DEFLECTING.TO THE LEFT 82022'30" FROM A: LINE TANGENT TO THE AFOREMENTIONED CURVE AT SAID POINT, RUN EASTWARDLY FOR A DISTANCE OF 62.96'FF.ET TO A POINT; THENCE DEFLECTING TO THE RIGHT 40000'00" RUN SOUTHEASTWARDLY.FOR A DISTANCE OF 344.97 FEET TO A POINT, SAID POINT BEING 70.00 FEET NORTHERLY OF THE SOUTH LINE OF THE�NW 1/4 OF THESE 1/4 OF SAID SECTION 35; THENCE DEFLECT' ING TO THE LEFT 41001'03" RUN EASTWARDLY ALONG A LINE 70.00 FEET NORTHERLY OF AND PARALLEL WITH THE SOUTH VINE OF THE NW.1/4 OF THE SE 1/4 OF SAID SECTION 35, FOR A DISTANCE OF 372.35 FEET TO THE POINT OF BEGINNING OF THE ABOVE DES- CRIBED PARCEL. CONTAINS 6,569 ACRES OF LAND, MORE OR LESS. ORDER . NO., 10586 $BEET. 2..0F . 2 [I E EXHIBIT II 97- 727 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 OCT-06-1993 16:20 FRi CHT IIdC. 711 9-371-9710 P.02/03 N SKETCH TO ACCOMPANY LEGAL DESCRIPTION % �`Pe SCALE 1"R 100' wol ,�• LJc t R = 220 T 59.97 ��, An 117.09' 6, 569 AC. 11) O Cj czz'�, _ 185° 52'23"W Rao. � �- 23.34'� ( PORTION OF O.R. B, 2557 P. 694LA- 588°58'S7"E O.R.B. 10725 �s�• `� �`�s ``� P. 460 19, R/W LINE _ 372. 35' �r F S.W. CORNER NW 141 EAST �— SEI/4 SEC.35-53-41. EAST 839.14` SOUTH LINE OF NW 1/4 OF,SE 1/4 OF SEC. 35-53-41. NOTE : SHEET 2 FOR LEGAL MSM?T10N PREPARED BY A. R. TOUSSAINT & ASSOCIATES, INC, LAND SURVEYORS 620 N.E. 126 ST. NORTH MIAM1, FL, ORDER NO. 10586 DATE : SEPT. 28,1993 BY C.V. PRES. HOWARD C. GAMBLE REGISTERED LAND SURVEYOR 1683 STATE OF FLORIDA ..; ;PN 'ti I GIs 2.7,47 4oss VIE 14 Il 04 MPA I ml 1 Ti. - 1� I ! 1 1 N T & 777-ii JAACK, CA : W440 tb r7l P Fit. d "•S'c+ `fy����.}t'L''. '� �I • � ` ' +{� _ � r ��pp ..ir I � � I S 1 1 I I l i �l gy Mal ty, J V TV;, - ��` �rr .:� nr t. 1 I'Zj I. i 11 � � ,.1 �r:j I�I, h.� S � 1`y I' L,''J' �?'4, I ti.l- i 0, _ �. III 1 i I, TA J:N: " hr- r� 0a ,��x F [ma Mv VdV-I-IV) all RI-W A I i1bil `�' NOlIV301 1V I, lIV301 rI ............. 3BS �,_9 7� 1 MAN ff M1151110 TAINA" will! NOW J0. 0�.,� � I� +� { {.' f I _ •. � i .I i ' I I I -� i I I I I I �' I I,, I i II .. I INN ;I Hvv Yly 0. f FT AM whys. - Sti, f - �P { { 1. 1 1 .dl +'� 4 4 pp Now Mal I , W�R , . . . . . . . . . . . . IN ONE 9 f F f}p�r II� 120, gyp. f � CIA N Y �✓ N P IJ ��:.:�:.�: •,: gal ' wr 4r, ' _ - ft: j' r J� o a ncv `� f1 +p?bWo1p 9:O.v/Y/✓J7 1eOg 21l �v' � � • oi�EIQ '�i. Ns�'• ��H ('uU Hv1.1vd Vlly) '13 rii I I M •N . 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'-, .. i t.' ,. +• ,1. f i yaw , Fci'+. , t1,,,, .H'� �:... Environmental Risk Information & Imaging Services I E R �I S 505.Huntmar Park Drive, Suite 200 ■ Herndon, VA 20170 ■ (703) 834-0600 ■ (800) 989-0403 ■ FAX (703) 834-0606 The reproduction of the SanbornTM fire insurance maps has been made by permission of EDR Sanborn, Inc., the copyright holder, in accordance with the terms and conditions of an agreement between Environmental Risk Information & Imaging Services and EDR Sanborn, Inc. dated August 1, 1991. EDR SANBORN, INC. MAKES NO REPRESENTATIONS OR WARRANTIES OFANY KIND, EXPRESS Oft IMPLIED, WITH REGARD TO THE SANBORN MAPS, INCLUDING WITHOUT LIMITATION WARRANTIES OF MERCIIANTARILITY OR FITNESS FOR A PARTICULAR PURPOSE. Sonbom and Sanborn Maps are trademarks of EDR Sanborn, Inc. LIMITED PERMISSION TO PHOTOCOPY: The client is permitted to make up to THREE photocopies of each Sanborn fire insurance map accompanying this report solely for the limited use of its custoner. No one other than the client is authorized to make copies. Upon request made directly to an ERIIS representative, the client cony be permitted to make a limited number of additional photocopies. This permission is conditioned upon complip—+ 1,,, 0- r• -0 ilu r„stomer and .,.., their agents with EDR Sanborn, Inc.'s copyright policy; a copy of which is available upon request. l 11 .. ... ... ..... .. ,...I ,#....,, .1. ,..._,,..,,,..., ,.f .,.., na:..,... r..,.. a... •, n , ,,:-t,:...... ....,r .,,,, , a... t,,.. _,,.,.,,,i,,,.r,rl ,�,ttin„r ..� ,n 11 I 1 y'7-., I \ �� _ hi f I w, ,ram sR IJ Y`L / 12 I �fNC' GARDEN RDW, C\'\ n �i .�I ��/• l� r_ r ,�� e•zc. '/ I `` i'4�l^ /f ! .7fa�a r� I 7'. r _ ' S I_�ON i 'I I�(- fl o HODS//JC F THE ERL a� 61J I. rzD r . 576� II I .{. .��.. _ I '� I �✓ 9 'P A R./((/ .•rC LI C/TV OF ,VIAM,( - i /STR/RUT/ON D/VN -Olt"P.T \y•< I . OF• WATER t SEWfRS rF rn e I •° - LOFF 70 •CAN3 UFf �4. rr." • •r I -�� a g/ it I .'n• ..y, ,,, <i � ,• ,-,. 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EnvironmentaM Risk Inferma ioii 8c-1Maging�Services ` w♦� * L 50 Huntmar Park Drive, Suite 200 ■Her ddn VA 2017;0 m.(.703�! 834 0600 ■ (800 989 •/� 0403' FAX ('703) 834 0606 • j� 1 S "~ ' ` he re odu tion of the SanbornT" fire insurance maps has be 1 a ���j�y permission of EDR 6dn66rn, inc., the copy.ri.g )t ho der, in accordance- with the -terms and conRL. o i an •agreement between Environ ent d Risk Information Imag,ng Services and EDR Sagqbofrt, Mc, dated August 1; 1991. EDR SANBORN, INC. MAKI S NO REPRESENTATIONS OR WARRANTIES OF K E RESS OR IMPLIED, WITH r� REGARD TO TIE SANSORN T'LIMITATIOtP WARRANTIES':OF MEA ' . RTI Sanbom Ma a _ 's of EDR Sanborn, Inc..: I ^ 11 �E OAMT4D2 110TOCO . 'client.:is.gersnibkd fn.make up to THREE )h iocl pjVofj each Saullor$�re idtuUnce 1&iri),ccompany�p�'tly�syrepo solet�*far the limited use of its custdier. j Nolone other than the clien is IE ,: , g' aulhonz to pILC pies. I Upon raques y. t IS r p esentative, the client, a fn}itl d 5ha tnite9 number bf-tidditi a o bbo I , ll?ii �tagcu by Mt, its cusp mer '� ri y =- J t t t ♦ D and thel agentk/wts SanboJfi• is B t.pplit W y W-Ilfi ch isavailable upon teques l ;1_ . 1 , I ,I n The Alanufacturers' Mutual Maps are the pro erty of the Edison Institute, Dearborn„Michigan; and may, not be'Iurther reproduced without permission. • EXHIBIT IV AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (30p67071016 ° 2 7 0 ERAS Summary Report SUBJECT PROPERTY: MUNICIPAL BUILDING 1155 N.W. 11 STREET MIAMI, FL 33125 ORDERED BY: AB2MT (DAWN B. UTSET) REPORT NUMBER: 171380A PREPARED ON: 06/09/97-_.___ . - _, ERIISDISCLAIMER _-----__-_--. The Information contained -in the'ERIISReport has been -obtained from publicly available -data -sources -•- and other secondary sources of information -produced by entities other than -ERIIS: Although - reasonable care has been taken_by-_ERIIS-in _.compiling_ the,_ information contained'in the Report, ERIIS ' disclaims any and all liability for any errors, omissions or inaccuracies in this information. THIS REPORT DOES NOT CONSTITUTE A'LEGAL OR"PROFESSIONAL-OPINION AND IS NOT AN ENVIRONMENTAL RISK_AUDIT OR ASSESSMENT. THE DATA AND REPORTS ARE PROVIDED "AS IS". ERIIS MAKES NO -REPRESENTATIONS OR WARRANTIES. OF ANY KIND WHATSOEVER WITH RESPECT TO THE DATA OR THE REPORTS INCLUDING, BUT NOT LIMITED TO, THEIR CORRECTNESS, COMPLETENESS, CURRENTNESS, FITNESS FOR A PARTICULAR PURPOSE OR -MERCHANTABILITY; NOR ARE SUCH REPRESENTATIONS OR WARRANTIES TO BE - IMPLIED WITH RESPECT TO THE DATA OR REPORTS FURNISHED AND_.-_. ERIIS ASSUMES NO RESPONSIBILITY-WITH.RESPECT TO_THE_PURCHASER' S USE THEREOF. ERIIS SHALL HAVE NO LIABILITY, IN CONTRACT, TORT OR OTHERWISE, .FOR ANY INACCURACY OR DEFECT OR OMISSION IN PROCURING, - COMPILING, COLLECTING, INTERPRETING, REPORTING, COMMUNICATING OR DELIVERING THE REPORTS OR DATA OR ANY OTHER MATTER RELATED TO CUSTOMER'S USE OF THE SERVICE, WITHOUT LIMITING THE GENERALITY OF THE FOREGOING. NONE OF ERIIS, ITS PARTNERS, OFFICERS, EMPLOYEES OR DATA SUPPLIERS SHALL IN ANY 3VENT HAVE ANY LIABILITY FOR LOST PROFITS OR FOR ANY OTHER INDIRECT, SPECIAL, INCIDENTAL, CONSEQUENTIAL, EXEMPLARY OR PUNITIVE DAMAGES. Each Report is valid only for the geographical parameters and as of the date specified on the cover •page of such Report, and any alteration or deviation from the description, or any subsequent use, will require a new Report. In the case of any Data obtained from a Data Supplier,-ERIIS will advise --the. Data Supplier of any inaccuracies reported to it,.but_ _ --_-_-- can take no responsibility for -the --accuracy or -completeness of.the..Data..provided to the Purchaser. under this Agreement. - 97- '727 ® ERIIS Summary Statistical Profile RIIS Report 0171380A Jun 9, 1997 ITE: MUNICIPAL BUILDING Latitude: 25.784063 1155 N.W. 11 STREET Longitude:-80.212985 MIAMI , FL 33125 :tate:'Fti DATABASE RADIUS (MI) TARGET AREA** PROPERTY-1/4 1/4-1/2 1/2-1 >1 TOTAL NPL 1.00 0 0 0 0 CERCLIS 0.50 0 0 0 RCRIZ; TS 1.00 0 0 0 0 RCRISLO 0.25 0 0 RCRIS__SG' 0.25 3 3 ERNS 0.05 0 0 LRST 0.50 4 16 20 RST 0.25 4 4 SWF 0.50 0 1 1 NWS 1.00 1 0 0 1 NFRAP 0.50 0 1 1' MSITES 0.25 0 0 SPILLS 0.25 6 6 18 18 0 0 36 TOPO QUAD: Miami Radon Zone Level: 2 Zone 2 has a predicted average indoor. screening level >- 2 pCi/L and <= 4 pCi/L A Radon Zone should not be used to determine if individual homes need to be tested for radon. The EPA's Office of Radiation and Indoor Air (202/233-9320) recommends that all homes be tested for radon, regardless of geographic. location or the zone designation in which the property is located. **A target area is defined as a .02 mile buffer around the site's latitude and longitude. A blank radius count indicates that the database was not searched by this radius per client instructions. NR in a radius count indicates that the database cannot be reported by this search criteria due toWinsufficient and/or inaccurate addresses reported by a federal/state agency. 97 727 ENVIWNTAL RISK INFORMATION & IMAGING SERVI DATABASE REFERENCE GUIDE lPL National Priorities List Date of Data: 04/01/97 Release Date: 05/06/97 Date on System: 05/23/97 US Environmental Protection Agency Office of Solid Waste and Emergency Response - 703/603-8881 - --- -_-._ -ERCL I S Date of Data: 04/01/97 Release Date: 05/06/97 Date on system: 05/23/97 US Environmental Protection Agency . Office of Solid Waste and Emergency Response 703/603-8730 RCRIS_TS Date of Data: 10/01/96- Release Date: 12/16/96 Date on System: 03/14/97 US Environmental Protection -Agency - Office of Solid Waste and Emergency Response 800/424-9346 RCRIS_LG Date of Data: 10/01/96 --- -- ---- _ _ Release Date: 12/16/96- Date on System: 03/14/97 - -US Environmental Protection Agency Office of Solid Waste and Emergency Response 800/424-9346 The NPL Report is an EPA listing of the nation's worst uncontrolled or abandoned hazardous waste sites. NPL sites are targeted for possible long-term remedial action under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) of 1980. In addition, the NPL Report includes information concerning cleanup agreements between EPA and Potentially Responsible Parties (commonly called Records of Decision, or RODS), any liens filed against contaminated properties, as well as the past and current EPA budget expenditures tracked within the Superfund Consolidated Accomplishments Plan (SCAP). Comprehensive Environmental Response, Compensation, and Liability Information System The CERCLIS Database is a comprehensive listing of known or suspected uncontrolled or -abandoned hazardous waste sites. These sites have either been investigated, or are currently under investigation by the U.S. EPA for the release, or threatened release of hazardous substances. Once a site is placed in CERCLIS, it may be subjected to several levels of review review and evaluation, and•ultimately_placed on the National_ Priorities List (NPL).-In addition to site events and milestone dates, the CERCLIS_Report_also contains financial -_--- information from the Superfund Consolidated_Accomplishments Plan (SCAP). Resource Conservation and -Recovery -Information System Treatment, Storage, And Disposal posal Facilities The RCRI3_TS Report contains information pertaining to facilities which either treat,_store,.or dispose of EPA regulated hazardous waste. -The following information is also.... included in the RCRIS_TS Report: - Information pertaining-:to_the- status of facilities tracked - by the RCRA Administrative -Action Tracking System (RAATS) - Inspections. & evaluations, •cond_ uc_ ted by. federal and state_ --- agencies - All reported facility violations; the environmental_-.- statute(s) violated, and_any_proposed & actual penalties - Information pertaining to- corrective_ actions undertaken by .. .. the facility or EPA --• - A cowplete listing of EPA -regulated hazardous wastes which are generated or stored on -site Resource Conservation and -Recovery -Information System - Large_ Quantity Generators The RCRIS LG Report contains --information pertaining.to facilities which either generate more than 1000kq of EPA regulated hazardous waste per month, or meet other applicable requirements of the Resource Conservation And Recovery Act. The following information is also included in the RCRIS LG Report: - - Information pertaining to the status of facilities tracked by the RCRA Administrative -Action Tracking System (RAATS) - Inspections & evaluations conducted by federal and state - agencies - All reported facility violations, the environmental statute(s) violated, and any proposed & actual penalties Information pertaining to- corrective. actions undertaken by the facility or EPA - A complete listing of EPA regulated hazardous wastes which are generated or stored on -site r7- 727 . . ENVIR*NTAL RISK INFORMATION L IMAGING SERVICO DATABASE REFERENCE GUIDE CRIB SG Date of Data: 10/01/96 Release Date: 12/16/96 Date on System: 03/14/97 US Environmental Protection Agency Office of Solid Waste and Emergency Response 800/424-9346 RNS .RS T 2S T SWF Date of Data: 03/20/97 Release Date: 03/31/97 Date on System: 05/09/97 US Environmental Protection Agency Office of Solid Waste and Emergency Response 202/260-2342 Date of Data: 02/01/97 Release Date: 02/11/97 Date on System: 01/03/97 FL Dept. of Environmental Protection Bureau of Information Systems 904/922-7121 Date of Data: 02/01/97 Release Date: 02/11/97 Date on System: 04/18/97 FL Dept. of Environmental Protection Bureau of Information Systems 904/922-7121 Date of Data: 02/03/97 Release Date: 02/05/97 Date on System: 04/11/97 FL Dept. of Environmental Protection Bureau of Information Systems 904/922-7121 Resource Conservation and Recovery Information System - Small Quantity Generators The RCRIS_SG Report contains information pertaining to facilities which either generate between 100kg and 1000kg of EPA regulated hazardous waste per month, or meet other applicable requirements of the Resource Conservation And Recovery Act. On advice of the U.S. EPA, ERIIS does not report so-called "RCRA Protective Filers." Protective Filers, commonly called Conditionally Exempt Small Quantity Generators (CESQGIs) , are facilities that have completed RCRA notification paperwork, but are not, in fact, subject to RCRA regulation. The determination of CESQG status is made by the U.S. EPA. The following information is also includeC in the RCRIS SG Report: - Information pertaining to the status of facilities tracked by the RCRA Administrative Action Tracking System (RAATS) - Inspections t evaluations conducted by federal and state agencies - All reported facility violations, the environmental statute(s) violated, and any proposed 6 actual penalties - Information pertaining to corrective actions undertaken by the facility or EPA - A complete listing of EPA regulated hazardous wastes which are generated or stored on -site Emergency Response Notification System ✓ ERNS is a national computer database system_that Is used to store information concerning the sudden"and/or accidental release of hazardous substances, including petroleum, into the environment. The ERNS Reporting System contains preliminary information on specific releases, including the spill location, the substance released, and the responsible party. Please note that the information in the ERNS Report pertains only to those releases that occured between January 1, 1997 and March 20, 1997. Florida Leaking Storage Tank Report The Florida Leaking Storage Tank Report(formerly*the Petroleum Contaminated Tracking System, or PCT) 'is a comprehensive listing of all reported active and inactive leaking storage tanks reported within the State of Florida. Information for this database was extracted from the Florida Stationary Tank Inventory (STI). Florida Stationary Tank Inventory The Florida Stationary Tank Inventory Report is a comprehensive listing of all registered active and inactive storage tanks within the State of Florida Florida Solid Waste Facilities The Florida Solid Waste Facilities Directory, also known as GMS 80, is a comprehensive listing of all active and inactive permitted solid waste landfills and processing facilities operating within the State of Florida. ENVIROSTAL RISK INFORMATION 4 IMAGING SERVIC* DATABASE REFERENCE GUIDE IWS Florida Sites List Date of Data: 04/12/95 Release Date: 04/27/95 The Florida Sites List is a comprehensive listing of Date on System: 06/09/95 properties that are deemed potentially hazardous by the FL Dept, of Environmental Protection Florida Department of Environmental Protection (DEP). Bureau of Information Systems 904/922-7121 VFRAP Date of Data: 04/01/97 Release Date: 05/06/97-: Date on System:, 05/23/97 US Environmental Protection Agency Office of Solid Waste and Emergency Response 703/603-8881 No Further Remedial Action Planned Sites The No Further,Remedial_Action A Planned Report (NFRP), also known as the CERCLIS Archive, contains information'pertaining to sites. which have been 'removed from the U.S. EPA's CERCLIS Database. NFRAP sites may be sites where, following an initial investigation, either no contamination was found, contamination was removed quickly without need for the site to be placed on the NPL, or the contamination was not serious enough to require federal Superfund action or NPL consideration. MSITES - Broward County Florida Regulatory Database,Report Date of Data: 11/16/95. Release Date: 12/21/95- -.... The Broward County Regulatory Database Report. contains ----• Date on System: 03/15/96 - information pertaining to sit es/facilities,.which-.are.tracked Broward County Dt7RP by the Broward County•DNRP. The "Tracking Program" field Enforcement Administration indicates the regulatory database which tracks the facility. 305/519-1251 . SPILLS Dade County Florida Regulatory Database Report Date of Data: 02/26/97 Release Date: 04/10/97 The Dade County Regulatory Database Report contains Date on System: 04/25/97 information pertaining to active and inactive Dade County DERD! sites/facilities which are tracked by the Dade County DERM, Director's Office The "Tracking Program" -field indicates the -regulatory____-_ 305/372-6755 database which tracks,_;the--facility, - - - If a selected database does'aot-appear on this -list, it.,is not available for the., subject _property's_state. 9'�- 727 *mniary of Plottable sites is IS Report #171380A' FACILITY RIIS ID. ADDRESS ATABASE COMMENTS 0 - 1/4 Miles 2059016596 Dade Cnty-distribution .RST 1001 Nw llth St Miami, FL 33136-2209 County: Dade .2044008918 Dade Cnty-distribution ZST 1001 Nw lith St Miami, FL 33136-2209 County: Dade 12021008104, Mdw&s-distribution Center 'PILLS 1001 Nw llth St Miami, FL 33136-2209 County: Dade L2008008040 Miami Dade Wsad Distribution Div ZCRIS SG 1001 Nw llth St Miami, FL 33136-2209 County: Dade 12021008204 Merrill - Stevens Dry Dock Co _ SPILLS 1270 Nw llth St - ZC1' Miami, FL 33125-1601 County: Dade 12008005169 Merrill Stevens Drydock Corp RCRI9 SG 1270 Nw llth St Miami, FL 33125-1601 County: Dade 12044009485 Merrill-stevens Dry Dock RST 1270 Nw llth St Miami, FL 33125-1601 County: Dade. 12059016369 Merrill-stevens Dry Dock Co. ,LRST 1270 Nw llth St Miami, FL 33125-1601 County: Dade 12059016359 Dade Cnty Gsa-graham Bldg LRST 1350 Nw 12th Ave Miami, FL 33136-2102 County: Dade 12044009508 Dade Cnty Gsa-graham Bldg RST 1350 Nw 12th Ave Miami, FL 33136-2102 County: Dade .12021015554 Ddfm-graham Bldg SPILLS 1350 Nw 12th Ave ,3 Miami, FL 33136-2102 V j County: Dade 12021005421 Festival Floats, Inc. SPILLS 1100 Nw South River Dr Miami, FL 33136-3615 County: Dade 12059016623 Cedars Medical Center LRST 1400 Nw 12th Ave -. Miami, FL 33136-1003 County: Dade 12044008880 Cedars Medical Center RST 1400 Nw 12th Ave Miami, FL 33136-1003 County: Dade Jun 9, 1997 D I STA1;CE FROM SITE DIRECTION FROM SITE MAP ID 069 Mi SOUTHEAST 1 069 Mi SOUTHEAST 1 069 Hi SOUTHEAST 1 069 Mi SOUTHEAST 1 .181 Mi SOUTHWEST ._., .^ 2 '181 Mi SOUTHWEST 2 .181 Mi SOUTHWEST 2 .181 Mi SOUTHWEST 2_, .194 Mi NORTHWEST_ 3:: .194 Mi NORTHWEST,____- 3,_. ,194 Mi NORTHWEST 3 220 Mi SOUTHWEST 4 221 Mi NORTHWEST 6 221 Mi NORTHWEST 6 97- 727 �mmary of Plottable sites IS Report #171380A FACILITY 2IIS ID. ADDRESS DISTANCE DIRECTION %TABASE COMMENTS FROM SITE FROM SITE MAP ID 2021002243 Cedars Medical Center, Inc. .221 Mi NORTHWEST 6 PILLS 1400 Nw 12th Ave Miami, FL' 33136-1003 County: Dade 2021008029 Cedars Medical Center, Inc. .221 Mi NORTHWEST 6 PILLS 1400 Nw 12th Ave Miami, FL 33136-1003 County: Dade 2053000491 Miami Battery t Electric Co .222-Mi SOUTHWEST - 5 WS 1110 Nw.South River Dr Medley, FL 33136-3615 County: Dade 2008008828 Texaco #240210616 .227 Mi SOUTHWEST 7 .CRI3 S0 1150 Nw South River Dr - Medley, FL 33136-3615 County: Dade 1/4 -- 1/2 Miles _ 2059015514 Dade Cnty-dept Of -Corrections -- _.• .2.62=Mi_ NORTHWEST „ 8 .RST 1321 Nw 13th_ St Miami, FL 33125-1603 County: Dade 2059016719 Miami River. Centre_:_ _--_ .:-- - - .:. .. -. _ .299 Mi SOUTHEAST _ 9 .RST 1001 Nw 7th-St :.._ Miami, FL 33136-3707 County: Dade .2059017530 Shell Station -orange Bowl .322 Mi SOUTHWEST 10 .RST 1201 Nw 7th St Miami, FL 33125-3701 County: Dade 2059021119 University;-Of_Miami-gautier Bldg_ __ ___ - =:345-Mi.',-- NORTHEAST 12 .RST _ 1011 Nw 15th St Miami, FL 33136-1019 County: Dade :, : •:._ :-:: ,_ ... L2059017601 Backus Corp"----- - .353 Mi SOUTHWEST__... .-11 :.RST 1201 Nw South River Dr - - - '- Miami, FL 33125-3735 County: Dade - -....-- .. L2059016360 Biscayne Chemical_ - - .360 Mi NORTHEAST 13 i.RST 1215 Nw 7th-Ave -- - Miami, FL 33136-2327 County: Dade 12039000369 Biscayne Chemical Laboratories- -.360. Mi NORTHEAST 13 `IFRAP 1215 Nw 7 th Ave _--- Miami, FL 33136-2327 County: Dade 12059016655 Veterans Administration .Medical- Center .399 Mi NORTHWEST 14 LRST 1201 Nw 16th St - Miami, FL 33125-1624 County: Dade __,--• -- ._. 12059016669 Dade Cnty Jackson Memorial Hospital En .406 Mi NORTHWEST 16 LRST 1611 Nw 12th Ave Miami, FL 33136-1005 County: Dade Jun 9, 1997 12059015359 F1 Dept Of Transportation .408 Mi NORTHEAST 15 LRST 701 Nw 14th St Miami, ' FL 33136-23ND County: Dade 9'7 - 7 2 7 eumma ry of Plottable sites • IS Report #171380A Jun 9, 1997 FACILITY RIIS ID. ADDRESS DISTANCE DIRECTION ATABASE COMMENTS FROM SITE FROM SITE MAP ID 2059015812 Las Americas Marine RST 501 Nw South River Dr Miami, FL 33136-3717 County: Dade .2059017171 Phillips 66-alvarez RST 1428 Nw 14th Ave Miami, FL 33125-1617 County: Dade .2059016442 American Red Cross .RST 1.675 Nw 9th Ave Miami, FL 33136-1409 County: Dade .2018001128 American Red Cross :;WF 1675 Nw 9th Ave Miami, FL 33136-1409 County: Dade .2059015518 Dade Cnty-easter Seal Society .RST 1475 Nw.14th Ave Miami, FL 33125-1616 County: Dade , .2059015662 Perfect Oil .RST 1501 Nw 7th Ave Miami, FL 33136-1413 County: Dade .2059015660 Key Power Annex .RST 650 Nw 8th St Miami, FL 33136-3230 County: Dade :2059016376 Dade Cnty School Bd-washington Jhs :RST 1200 Nw 6th Ave . Miami, FL 33136-2409- County: Dade 426 Mi SOUTHEAST 17 432 Mi NORTHWEST 18 456 Mi NORTHEAST 20 456 Mi NORTHEAST 20 456 Mi NORTHWEST 19 471 Mi NORTHEAST 22 473 Mi SOUTHEAST 21 482 Mi NORTHEAST 23 9 2 IS Report #171380A Om"a ry of Unplottable sites Jun 9, 1997 ZZZS ID. ATABASE FACILITY ADDRESS COMMENTS SELECTED BY 2021004745 Florida Aviation ZIP code PILLS M.i.a. Miami, FL 33125 County: Dade 2021001202 Lorequin Marine, Inc. ZIP code .PILLS 2601-03 Nw 16th Street Rd Miami, FL 33125-1204 County: Dade ERIIS LIST OF S 0 S IN THE RADIUS JI3 Report M171300A Jun 9, 1997 STREET NAME NW LOTH ST SW LOTH AVE . NW 11TH STREET ROAD NW 11TH ST SW 11TH AVE NW 12TH ST SW 12TH AVE NW 13TH CT SW 13TH AVE NW 14TH AVE SW 14TH AVE NW-15TH STREET ROAD NW 15TH AVE SW 15TH AVE 16TH ST NW 16TH AVE SW 16TH AVE NW 17TH AV RAMP NW 17TH CT NW 18TH PL NW 19TH STREET CIR NW 19TH AVE NW 1ST ST SW 1ST ST NW 20TH AVE NW 21ST TER NW 22ND ST NW 23RD ST NW 2ND ST SW 2ND ST NW 3RD ST SW 3RD ST NW 4TH AVE CIR W NW 4TH ST NW 5TH ST SW 5TH AVE NW 6TH ST SW 6TH AVE NW 7TH STREET ROAD NW 7TH ST SW 7TH AVE NW 8TH STREET ROAD NW 8TH ST SW 8TH AVE NW 9TH ST SW 9TH AVE BOB HOPE ROAD SW FLAGLER TER W FLAGLER ST HIGHLAND ROAD I 395 I 95 NW NORTH RIVER DR S RIVER DR NW SOUTH RIVER DR SPRING GARDEN ROAD SUNNYBROOK ROAD E WEST EXWY RAMP E WEST EXWY ---- -9-7 ---- 7 2 `7 SEARCH RESULTS ERIIS HISTORICAL MAP COLLECTION PERTAINING TO: MUNICIPAL BUILDING 1155 N.W. 11 STREET MIAMI, FL 33125 REPORT NUMBER: 171380A Preliminary research of_.the-ERIIS Historic Map -Collection-_ indicates. that .._........ historic map coverage may -be- available -for -this site. If more detailed.. research shows that coverage_is_not, in fact, available, you will be sent a version of this page._ indicating --"No _Coverage _Avail_able" historic maps are found-, - you4 will -receive -them according -to-the- terms of . -. :: of your ERIIS service and.del ivery= agreement. .:,•'•- r- The ERIIS Historic Map Collection is the largest and most extensive private collection of prior -use maps in the United States, thereby affording the greatest degree of historic due diligence. ERII9' inventory includes images from the following publishers:- - - -- Bromley Dakin - - Hexamer - Hopkins Manufacturers Mutual, Fire..Insurance. Maps.... Nirenstein Real Estate -.-Atlases; Sanborn Fire Insurance--Map.-Collections- Scarlett and Scarlett ----- - - Rascher William G. Baist Note: Electronic delivery may-not.be'available.for some historic.maps.- If you requested electronic -delivery -of -maps -for a -site -where this_ service is not available, paper copies of all maps for your subject. property will be sent via overnight' carrier to arrive within your - delivery time at no additional charge. Copyright (c)' 1997-by Environmental Risk -Information t -Imagi-ng- Services.---. -- ...._..-.... 505 Huntmar Park Dr. - Ste 200, Herndon, VA 20170, Ph. (703) 834-0600, 1-8007989-0403, FAX:-(703)--834-0606.- EXHIBIT V _. :72"7 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING (305) 670-1011 • Fax (305) 670-1016 :o i E R II S 505 Huntmar Park Dr, Suite 200 Herndon, VA 20170 VM)834-0600 (800)969-0402 FAX: (703)834-060b SITE INFORMATION Municipal Building 1155 N.w. 11 Street Miami, fL Dade County Job Number: 171380A Map Plotted: Jun 9, 1997 MAP LEGEND Target Area Radii .25, .5, 1 Mi - Hydrography - Railroads Roads Highways k N PL 0 Sites RCRIS_TS 0 Sites t► CERCLIS 0 Sites NFRAP 1 Site RCRIS_LG 0 Sites RCRIS_SG 3 Sites z ERNS 0 Sites HWS 1 Site MSITES 0 Sites s:- LRST 20 Sites SW F 1 Site RST 4 Sites SPILLS 6 Sites Information on this mop is subject to the ERIIS Disclaimer Copyright 1997 ERIIS, Inc. EXHIBIT VI - 97- 727 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 Dade County Wellfield Protection Ar s 0 . 0 ]EXHIBIT VII AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 iv >y 56 {S! 11t•1`F }^�l,-.`.� '1• , i !I P� , tr < g M .y�` \ �•a . n. t i tti 7./^Trc, fit. >jr +rr •�� tib yr". ,� � � r�,F ! !, ( � I , ' J JS i� , l . �f i1.�j�..;P,`.L r.� t � 4 a} 1: Yi ;�.d +, iR 1 c � t"t l•.L � t t � r lry ty'• t .,,. iS F 1. 1,i �r �lr. 1�'. �J ro .� Yl.�b ,l.,f'r •�rr�';;A, itlP+Y.'}t r� 7 tt1•S� I '•.,..+(IIl to rt,� ,.:1 ' tr �Y I' 41,., f � Il:il) JJ�''/I1 , 1 Y'CI *i ll!/•v!TY �Uk , t•�1 r 1' � �1 ;re � } s S � � iF h t4}, � �},Y 1tt^,� ilia 7� 1� 'tLid +s f! %k�?�'.� ,. . , q r r. 3 1 , (n t J I ,li z S, ♦ '1 A '1• l5 r rt•' (� ,L2{ ,i3' i ..S ,tsl. .it �Fl��, �� i . 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Il �rr � i+ �• j '{S j'��' / a� r.{l' � �a•' �r y b•. it 77�� S' � a i S, Y '1 .VI 1. t• r 1 � t o t1 S•. i ;,r'L '1 o-.- s}14j.. rtiYy1 �'r b,21 108 � � {{iYi �r �� . �b lr if � } �,1 `` T 7}, 1 i. �,' I r`�t ��i ` � •f � i 4 �T: v JOfTr i p t , � :f+y�1 r} , � t •, i � �1 1�`N'''��jjr � IZ ff rtM til StfAf �I vY of r 1� 1`n tr .!j•,'�i�+'t_ If , ,='x, �t ' 109 ',?({ilyi''( Y�i4� f.r l%( .Yw,r 1l) f�^{1r/(y�\ rrlr'TW rr 5( li• 4 ,•I� Y f� i�" 'I o+i .rz �11.•,•• ,1}� YY rl y r R1 ') J � l''� ! ✓ ')} 4 1 t, (, 1i � .?I 1 1 V��%�%� •��. i�'1 9� ,Pv� ��rv�l r -• i1 � � � ilr �1 � .. ;,Ar 1 � ttii� �S f4 1 �'/,I.'� �jrlY �'�,� i , �� :1t �# •y S � '1,-r'It� ,I.Y a .�;, { a 1� rr 1` •:.N... 1 , d 'c4. . 1. - --,. � � h � ) .• �,�,•, ! jn . •1 x, p �T. „1, ,{ tl � t c .L't�, , � 'tl ! It h � ` ///���� �-�i `�` � �', }.l •h 't� ' i .; {w e t l� � t1 r r r.�h' s Y�„ ,��a rt{ ,� ' a i' . � +ritT •1', - \ { T?�jh "tgt� ?4 ; at"` P<• ' r. nr J, M,✓ k SITE !7. :Y w • n �{ i4�/' � ii �, ne LOCATION, y� 1 r i .�. 'tih if.(' *• tir '�y,'�� �1 (� fi�e r Y , 1'Yl � 1 t S,J 1; `'(�^,rS .y. �. 1.���•' ryff,�y�• ,i.� � �{SI T � j'. �r•{• 1, °a ,N � 'f�t .� '�� ,r�,�•:•�S`7 t.rr rit r.,r �q-Yi , I,. y� ♦i, ',3J , }'yl, ,r` . 3 �r1 f�2�,1�`(/• S ��r:` f.i,•°'',t 71 �?4tYsr7.Y t: 1 �'f �j. ,r.( �Irlh .U:fffkkkTTTit' . 4��"�'�f•� tit7,r2v,. ���t�. {.�'a...1.1:6.t .�!}•.k.e ,.V x, ,+r.:_ :fit. %�.. r ,�•r(tr. .. �:,w' nl y�.:.. ,. EXHIBIT VIII _... 97—... 727.. A62MT CONSULTANTS, INC. • ENGINEERING ENVIRONMENTAL PLANNING • (305) 670-1011 • Fax (305) 670-1016 e/• � 1 5Z 1 -- -_-• r-� ", �1 ..L y'ITJI JZ 4Z � . - ` MIt/LIrIiA • -,1 .)( -'j �i .A...r--. Ara CM rA. s z z4 Djj J, 21,II I I CD nAL ! to N 1 < r /HENS 1N01 11 �''• ,. �_� Iy �`nl / T ) 1 t.�„ 33 rl 1 nit . �^ r.r.rt IS11FiF'31 If i f.J v 11 • / � r 1 ]1 •ff M h I l; `t '� ' , ^ ♦. IL , r 1-+) ♦ IS 1 yiy / 1�. 1 el LAI 7M4 tAl� h. I r • -rr .• rN r r 1 c . oltf. c'� ' , IVY I A M SITE err�rr LOCATION .r t I All Jr T it Io y , f"'• rr rN m� Il wr y% .....♦.• .--. 1 aye•; A. �—Q ` ♦ r - - r/•r ? Al 54-4 20 I i Iw ur.e .' 1 1) ,� a ) N'= •r rn �T 1I,. rm '~ t9Dp ,( �, I ____� I ,.1 9 PARK 7— a? rrr n I r Ol t) r, rpn. v M!• ' . _ ) 11 ... 33 33 7 ... ia•rN J / ' I' �K f rf13C ,lF:l , . . o NA M,+r,CX ,. 1 1 i • : /I PARK ulr 55-9�L 9 u • EXHIBIT IX 97- 72'7 A132MT CONSULTANTS, INC. • ENGINEERING ENVIRONMENTAL PLANNING (305) 670-1011 • Fax (305) 670-1016 ■/ BROW is — COUNTY 0 m .r RANGE f ST 6 •� 6 o ro r2 In SIe O •4( C.h. O I IMIRIMP 1 • , �\MEW pall ' 4� ®/ �., Nil •. �f•5. 21 141 W I v 0 o h _ 4.5 / ? I rise ® V, VT PA i I I _ a I >t6 v 614 I re9A I 4.0 • F ]5 • 11113 � I NO ST 0 ri . CrT. y I 3.5 I 6P64 126T I, - 3A I— li ' N A / I I I v 0 2.5 I LEGE NO, I d --I.S--- �� a i ( ESTIMATED) . 20 I ! i I(D I + NOTES- .Q — — — — — I. CONTOUR INTERVAL 0.5 FOOT. 61251 I I V _ (Enep1 as indicated) I I I 2. DATUM IS MEAN SEA LEVEL. I a I I J� SCALE IN MILES I I �; "p ;� '�`�% NOTE, PREPARED FROM U.S.G. DATA - o :.-SURVEY- -M■ METROPOLITAN REVISED DESIGN STANDARDS DADE COUNTY APPROVED 2/19/75 AVERAGE ' PUBLIC WORKS 4/5/72 4/14/77 GROUND -WATER LEVEL- c� 2.5 ,DEPARTMENT 11960 -75 9 iyry- 9 2 SHEET 10F 1 5 Evans Environmental & Geological Science and Management, Inc. LIMITED ASBESTOS SURVEY of the CITY OF MIAMI MUNICIPAL COMPLEX Main Building, Jail, Park & Operations Building, Storage Building located at 1155 N.W. 11 th Street ; -_ .,:__ Miami, Florida EE&G Project #: 98E0.125. "- Prepared by: Evans Environmental and -Geological Science Management;rinc.,(EE&G) 99 SE 5th Street, Floor:4:_: Miami, Florida 33131 ____::_ __;_.__ _._.: Prepared for: _. AB,MT Consultants, Inc.___. 9400 South Dadeland Blvd. Suite #370 Miami, Florida.33156 Attention: Mr. Mike Paty June 24, 1997 rpr\ nn^i na H.d Paver • 1 EE&G Science and Management, Inc. Limited Asbestos Survey City of Miami Municipal Complex INTRODUCTION A limited asbestos survey of the City of Miami Municipal Complex (Main Building, Jail, Parks & Operations Building, and Storage Building) .was conducted on June 11 and June 17, 1997 by AHERA Certified Inspectors Steven T. Ryan and J. Ted Couillard of Evans Environmental and Geologica; Science and Management, Inc.(EE&G). The purpose of the survey was to determine the presence and extent of asbestos -containing materials (ACM) in the building as part of a due diligence inspection. _. .. _...SURVEY. METHODS .. Building and mechanical plans were not provided to EE&G. Access to the building was provided by building maintenance. Each observed suspect material was described, measured, and sampled. Samples of suspect ACM were taken using procedures established by :EPA_ in 40 CFR 763. LABORATORY METHODS Each sample was returned to the laboratory.at EE&G, recorded in the log book, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) _Method of asbestos detection using guidelines and procedures established from the Interim Method for the Determination of Asbestos in Bulk Insulation Samples (EPA-600/M4-82-020 Dec. 1982). Ten percent of samples are routinely reanalyzed by a second analyst for purposes of quality -control. SURVEY LIMITATIONS This survey was designed to provide an estimate of the amount of asbestos in the..various spaces for prospective buyers as part of their due diligence inspections. Because of limitations in access to all spaces, all possible locations for asbestos -containing materials could not be:inspected. The inspection of the above areas are assumed to be representative of the materials used throughout the building. Under no circumstances is this survey to be utilized as a renovation or*demoiition survey, or as a proposal or a project specification document. At the request of the client, samples of most suspect ACM was limited to one sample in each room of the suspect material. Because many building materials are mixtures an - inherently inhomogeneous, building materials that have been found to contain no detectable asbestos should be re -sampled prior to any major renovations that may affect these materials. EE&G assumes no responsibility for the accuracy of samples not taken and -analyzed - by..its personnel. EE&G also assumes no responsibility for any, subsequent use or interpretations of these analytical results by persons other than its own personnel. 1 9' _ 7 2' 7 0" 9 EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 The objective of this survey was to estimate the presence of existing ACM in the inspected areas only. The areas inspected were only those areas to which the inspector was provided access. All square footage estimates are general approximations, the Building Owner or Contractor is responsible for ensuring their accuracy. The results, conclusions, and recommendations contained in this report pertain to conditions which were observed at the time of the survey. By this report, EE&G makes no representation or assumptions as to -the nature of past conditions or future occurrences. This asbestos project report has been prepared by EE&G in a manner consistent with that level of care and skill exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied, is made. EE&G's interpretations and recommendations are based upon the results of sample analyses conducted in strict compliance with environmental regulations and project specifications, performed by trained personnel under quality control and quality assurance standards. Other conditions elsewhere in the subject building(s) may differ from those in the sampled locations and that'su'ch conditions are unknown; may,change.•oyer.•time; -and have not been considered: •EE&G will not•be,responsible for the interpretation or use by._others of . data developed pursuant.to the.,compi(ation _of: this -report.:.._•_. TYPES OF ACM SURFACING MATERIAL: Materials applied .by spray or.trowel are'classified as surfacing :materials. Asbestos was used in a variety of surfacing materials for fireproofing, acoustic dampening, condensation control, and for decorative purposes. Surfacing materials that contain asbestos usually occur as fireproofing on- steel -frame members, textured ceilings, or .acoustic_ plaster. ceilings. Friable surfacing material -is suspect:material -that -:can. be. reduced to a powder- u_si_ng_ normal hand pressure while nonfriable materials.are.too;hard.to,be. red uced-to a powder withdut_the-use of tools... THERMAL SYSTEM INSULATION_ MATERIAL: -.Chill water,.hot water, and. steam7generating-mechanical_.:4_ systems are frequently insulated with, materials that contain asbestos: Many pipes- may be - - insulated with a nonasbestos-containing material but have mastic or plastered -joints -that contain asbestos. Insulation materials that contain asbestos are generally found in boiler and chiller rooms, - pipe chases in walls, and pipe runs -above suspended ceilings. Insulation covered with -an undamaged -jacket or.wrap-is classified asnonfriable...Adhesiyes used -, to hold insulation in place are -also nonfriable materials: -Most-other types of thermal. insulation are. -...... friable. MISCELLANEOUS MATERIAL: Miscellaneous building materials -are materials. which, are -used -for the.__ finishing of interior spaces or are adhesive materials applied to building materials and -roofs. These materials have been- -manufactured-- with- .asbestos ..for -.strength enhancement;; _fi.r.e: retardation, - condensation control, acoustical dampening, or corrosion resistance. The most common type of friable, -miscellaneous _ material is ceiling tile. Most.other_.miscellaneous- materials are nonfriable materials such as vinyl floor tile, adhesives, and cementitious panels (TransiteTM) .2 9'7-- 727 I EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 INSPECTION RESULTS ASBESTOS --CONTAINING MATERIALS; Asbestos was detected or found in amounts greater than one percent in the following materials: Description: 9" Tan VFT with black mastic Sample #(s): 970611 SR004 Location: Park and Ops. Bldg. - west offices/storage % Asbestos,-,. 2-5% chrysotile Quantity: Approximately 1,000 ft2 Friability: Nonfriable Condition: Good Description: 9" Grey VFT with black mastic Sample #(s): 970611 SR007 Location: Park and Ops. Bldg. - east equipment storage % Asbestos: 2-5% chrysotile - Quantity:. Approximately 200 ft2 Friability: Nonfriable Condition: Good _ _ -- :. .. Description: Pipe TSl - black foam glass with mastic :.:....... Sample #(s): 970611SR020 Location: Jail - generator room % Asbestos: 10-15% chrysotile Quantity: Approximately 60 linear feet Friability: Friable Condition; Good Description: 12" Pink VFT with black mastic Sample #(s): 970611SR023 Location: Main Bldg. - west offices, south wing :...... ,.,. _ % Asbestos: 2-5% chrysotile Quantity: Approximately 500 ft2 Friability: Nonfriable Condition: Good Description: 9" Dark brown VFT with black mastic ..... Sample #(s): 970611SR024 -- Location: Main Bldg. - N.W. and W. offices, S.E. wing %Asbestos: 2-5% chrysotile Quantity: Approximately 1,500 ft2 - Friability: Nonfriable Condition: Good =-- 97- 727 • EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 ASBESTOS CONTAINING -"MATERIALS (CONT'D) Description: 12" White with black VFT with black mastic Sample #(s): 970611 SR026 Location: Main Bldg. - N.E. Wing % Asbestos: 2-5% chrysotile (in mastic only) Quantity: Approximately 1,000 ft2 Friability:. - -Nonfriable Condition:..".'.- Good Description: Sample #(s): Location: % Asbestos: Quantity: Friability: Condition: Description: Sample #(s) Location: % Asbestos: Quantity: Friability: Condition: Description: Sample #(s): Location: % Asbestos: Quantity: Friability: Condition: Description: Sample #(s): Location: % Asbestos: Quantity: Friability: Condition: Description: Sample #(s): Location: % Asbestos: Quantity: Friability: Condition:- 12" Green VFT with black mastic 970611 SR027 Main Bldg. - S.E. Wing 2-5% chrysotile Approximately 500 ft2 -Nonfriable - `9"_Grey VFT with black mastic_. :_...._: 970611 SR028 Vain:Rdg. - N.W. and•S:W.=offices-.;.,;.... 2-5% chrysotile Approximately 1,000 ft2 Nonfriable Good 9" Light brown VFT. with black mastic_..:: _970611 SR029 _Main:B,ldg. N.W. office area" 2-5% chrysotile .Approximately 1,000 ft?_._. Nonfriable " Good" Black VFT with black- mastic -970611 SR030 = - - -Main Bldg. - N.E. And N.W. wing.(2nd-floor) -.--"2-5% chrysotile -- Approximately 1,500 ft2 Nonfriable Good 12", Off-white VFT with black mastic 970611 SR031 Main Bldg. - S.E. wing (1st floor) 2-5% chrysotile (in mastic. only).. Approximately 100 ft2 Nonfriable Good,.. 4 97- 727 EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 ASBESTOS CONTAG ININ:.MATERIALS (CONVD). Description: 12" Tan VFT with black mastic Sample #(s): 970611 SR032 Location.: Main Bldg. - S.E. wing (1st floor) % Asbestos: 2-5% chrysotile Quantity: Approximately 100 ft2 Friability: Nonfriable Condition: "'' Good Description: 12" White with black and grey streaks VFT with black mastic Sample #(s): 970611 SR043 Location: Main Bldg. - N.W. wing % Asbestos: 2-5% chrysotile Quantity: Approximately 250 ft2 Friability: Nonfriable Condition: Good _ Description: Black HVAC duct seam mastic Sample #(s): 970611 SR044 Location: Main Bldg. - main corridors % Asbestos: 2-5% chrysotile Quantity: Approximately 750 linear feet Friability: Nonfriable Condition: Good NO;NASBESTOS, CONTAINING -MATERIALS; Asbestos was not detected or.- was found:: in amounts less than or equal to one percent in the following materials: Description: 12" Simulated wood VFT ___ .-.-....... Sample #(s): 970611SR001 __.. Location: Park and Ops. Bldg. - S.W. employee lounge Description: 12" Grey VFT with squares Sample #(s): 970611 SR002 Location: Park and Ops. Bldg. - S.W. employee lounge — - Description: Sample #(s) Location: Description: Sample #(s): Location: 12" Green VFT 970611SR003 Park and Ops. Bldg. - S.W. employee lounge 12" White VFT 970611 S R005 Park and Ops. Bldg. - N. office, reception, kitchen 5 97-- _7-27 • 0 EE&G: Limited Asbestos Sury City of Miami Municipal Complex: June 24, 1997 NONASBESTOS=CONTAINING MATERIALS` CONT',D) Description: 12" Light olive VFT Sample #(s): 970611SR006 Location: Park and Ops. Bldg. - E. office, common area Description: Sample #(s) Location: -"" Description: Sample #(s): Location: Description: Sample #(s) Location: Description: Sample #(s)- Location: Description: Sample #(s): Location: Description: Sample #(s): Location: Description: Sample #(s): Location: Description: Sample #(s): Location: Description: Sample #(s): Location: - Description: Sample #(s): Location- 12" White ceiling tile (pegboard) 970611SR008 Park and Ops. Bldg. - W. storage area 2' x 4' White ceiling tile (dot/furrow pattern) 970611 SR009 Park and Ops. Bldg. - W. office, storage area 2'. x 4' White ceiling tile (dot/wide furrow. pattern) 9706I1"SR010 - Park -and Ops. Bldg.:- E:-;office.:;;; 12'. White. ceiling tile - - - 970611 SR011 -Park and Ops. Bldg. S-W�-ernployee lounge- 2' x 4' White ceiling tile .(dot/short furrow pattern) . . 970611SR012 ..Park and Ops. Bldg. - N. office, .reception, common area Interior.wall plaster, _ 970611 SR013.- . - Park and Ops. Bldg..- .Interior walls 12".. Tan..-VFT over VFT 970611SR014 Jail - Bathroom 12" Off- hite VFT over VFT - - 970611 SRO15 Jail -Health appraisal office 12" White VFT over VFT 970611SRO 16 Jail-- Laundry room -12" Brown VFT 970611SR017 Jail - Floor 1 lobby - 6 97- 727 .. ^ _ ~~_ . EE&8' Limited Asbestos Survey City fMiami K8 i i (C | June 24 1987 (N E T'Dt ~^_. �~ ' � _^- ^` ' ' _ ^'� Description: 2' x 4' White ceiling tile (dot/long hJrnovv pattern) 880p|8#(S): 970611GR010 L8C8tiOr[ j@i/-LaundryrOnnO DesChot)mrc PipeTS}-dothvvnap 88nnp|a#(S): 970611SR019 Location: Jail -'rnnpcloset ' __----`-' Description: White HVACduct seam mastic Sarnp\e#(a): 970611GR021 Location: Jail - Main corridor Description: Black HVACduct seam mastic Sarnp\e#(a): 8706118R022 LOC@dOO: Jail ' Main corridor [Description:` ' ' �.�. 12"VVh�8 with brown streaks VFT --:' Sarnpie#(S): 970611GR025 LOoador[ Main Bldg. -N.E. andN.VV wing. S.VVarea De3ChDdOn: 12"White ceiling tile Sample #(s): 9706118R033 Location: Main Bldg. ' above suspended ceiling Description: 2'X4' White ceiling tile (doUSqUigQ|8pattern) Sarnp|e#(s): 9706111SR034 LocetiOn: Main Bldg. - N.E. wing adjacent to stairs.' Description:' 12.' White ceiling tile SaO7pie #(S): 970611SR035 Location: Main Bldg.,- W. OffiCe area Description: 2 x 4' White ceiling tile (dot/long furrow pattern) Sample #(s): 6118R036 Location: Main Bldg. - main corridors � Description: 2'x4'White ceiling tile (dot/wavy furrow pattern) Sample #(s): 9706118R037 Location: Main Bldg. - S.E. wing OeSQiDUOrz 12'ceiling tile adhesive 88rDp)8 #(S): 070811SR038 Location- Main Bldg. - N.E-. wing (2nd floor) offices - ' Description: Drywall system Sannp\e#(o): 070611SR039 L0CahOD: Main Bldg. -intehorpartitionvvaUo -- - ----- � �727 - ' 7 - "� ~_~ « �� � p� '� « � EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 NONArSBESTOS CONTAININGxMATERIALS,:(CONT'D.) Description: Wall plaster Sample #(s): 970611 SR040 Location: Main Bldg. - interior walls Description: Ceiling plaster Sample #(s): 97.0611.SR041 Location: Main Bldg. - interior ceilings Description: White HVAC duct insulation Sample #(s): 970611 SR042 Location: Main Bldg. - 2nd floor roof access room Description: 4" Pipe wrap . Sample #(s): 97061.1 SR0'45 Location: Main -Bldg: - AHU room. Description: PipeT.Sl.,foam glass.with wrap.and mastic Sample #(s): 9706:11-SR046 Location: Main :Bldg. - AHU room —- Description: Pipe TSI - elbow Sample #(s): 970611 SR047 Location: Main Bldg. - W. office area Description: 12"White: ceiling tile (pegboard) - Sample #(s): 97.06'1:7_JT.0001-003 Location: Storage .Building - ceiling/walls INSPECTION NOTES Some areas in the facilities were unable to be inspected due to limited access. The samples that were taken are assumed to be representative throughout the entire area. No fireproofing was discovered in any of the facilities during these -inspections: RECOMMENDATIONS According to the limited asbestos -inspection -of the -City of Miami -Municipal Complex -facilities - located at 1155 N.W. 11th Street, Miami, Florida, the black mastic associated with the 9" tan VFT and the 9" grey VFT located in the Park and Ops. Bldg. --west offices/storage area and:the.east... equipment storage area respectively was determined to be ACM and in good condition. The black foam glass pipe TSI with mastic located in the Jail - generator room was also determined to be ACM in good condition. Finally, the black mastic associated with several styles -of vinyl -flooring tile and the tiles themselves as well as the black HVAC duct seam mastic located in the main Municipal Complex were determined to be ACM in good to generally good condition. 8 97- 727 EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 Description Location- _ Approx Quanfity .` ConditionlFnability;; 9" tan VFT w/black Park and Ops. Bldg: 1,000 ft2 Good/Nonfriable mastic west offices/storage 9" grey VFT w/black Park and Ops. Bldg: 200 ft2 Good/Nonfriable mastic east equip. storage Black foam glass- Jail: 60 linear feet Generally good/ pipe TSI w/mastic generator room Nonfriable 12"1 pink VFT w/black Main Bldg: 500 ft2 Good/Nonfriable mastic w. office/S.E. wing 9" dark brown VFT Main Bldg: 1,500 ft2 Good/Nonfriable w/black mastic N.W. and W. Office/S.E. wing Mastic under 12" Main Bldg: 1,000 ft2 Good/Nonfriable white w/black VFT N.E. wing 12" green VFT Main Bldg: 500'ft2 Good/Nonfriable w/black mastic S.E. wing 9" grey VFT w/black Main Bldg: 1,000 ft2 Good/Nonfriable mastic N.W./S.W. offices 9" light brown VFT Main Bldg: 1,000 ft2 Good/Nonfriable w/black mastic N.W. offices 9" black VFT W/blank Main Bldg: 1,500 ft2 Good/Nonfriable mastic N.E./N.W. wing (fl 2) Mastic under 12" off- Main Bldg: 100 ft2 Good/Nonfriable white VFT S.E. wing (fl 1) 12" tan VFT w/black Main Bldg: 100 ft2 Good/Nonfriable mastic S.E. wing (fl 1) 12" white w/black Main Bldg: 250 ft2 Good/Nonfriable and grey streaks N.W. wing VFT w/black mastic Black HVAC duct Main Bldg: 700 linear feet Generally good/ seam mastic main corridor Nonfriable No ACM was detected from the samples taken in the Storage Building. 97- 727 1 EE&G: Limited Asbestos Survey City of Miami Municipal Complex: June 24, 1997 EE&G recommends these results be interpreted only as an estimation of possible ACM present in the building and not as a removal specification or scope of work for future renovations or demolition. Materials that have been found to contain less than 1% or no detectable asbestos should be re -sampled prior to any major renovations that may affect these materials. EE&G recommends a complete renovation survey be conducted of the entire building(s) or parts thereof that are to undergo any renovations. Finally, EE&G recommends partial or complete implementation of an "Asbestos Awareness Program" to be instituted by the City of Miami Municipal Complex- facilities -management in - conjunction with. the Maintenance Staff.. If you have any questions or comments, please do not hesitate to contact us directly. bm't ed y: Reviewe b Steven T. yan - _.. Richard Grupenhoff ---- Project Manager _.v.:.._::_._:-: Asbestos Operations`Mana'ger` Reviewed by: :.:. Daniel J. Cottr 1 , Ph.D., P.G. Asbestos Projects Director Asbestos License #DD0000010 10 97- 727 PLM RESULTS • 11 EE&G rvans Environmental & Geological Science and Management, Inc. REPORT 0 June 19, 1997 09:02 SENT AB2MT PREPARED TO: 9400 S.DADELAND BLVD, STE 370 BY: MIAMI, FL 33156 DAVE GOODEN. 670-1011 Thank you for.your business: EE&G; Inc. Asbestos Department 99 SE 5th Street Fourth Floor Miami, FL 33131 NVLAP Code 101775 (305) 374-8300 .Analysis: Polarized Light Microscopy, Dispersion Staining, in accordance with the Interim Method as described in.40 CFR, Part 763, Volume 52, Number 210. Sample Type BULK: _ - -, Date in June 16;J997 #Of, Samples 13 :.. Date out June 19, 1997 Collected by S.RYAN_ Delivery by S.RYAN „ Work Order# M706045 Received by PML EE&G Project# 98EO125 Project CITY MIAMI MUNICIPAL COMPLEX Analyzed By: Cassandra J. Candelaria Lau V. Varela - .. Connie L. Wolfe Patricia M. Lopez - Jianxin Yu QA/QC Officer _ f ? Due to the small size of asbestos fibers associated with vinyl floor tiles EE&G recommends TEM analysis for all floor tiles containing < 1 % or no asbestos by visual estimation. The following analytical results+ presented in this report pertain only to the samples analyzed. EE&G Science and Management, Inc. assumes no responsibility for whether the samples accurately represent.the material in question, unless the samples are taken by EE&G's certified inspectors. c�' 97- 727 June 19, 1997 09:02 EE&G Page 1 LABORATORY BULK SAMPLE ANALYSIS REPORT CLIENT : A132MT Samples were analyzed in accordance with the Interim' PROJECT : CITY MIAMI MUNICIPAL COMPLEX Method as described in 40 CFR, Part 763`, Vol. 52, No. 210 WORK ORDER NUMBER: M706045 PERCENT ASBESTOS FIBERS %NON-ASB ID# ANA DESCRIPTION LOCATION SAMPLE N J BER J CHRY AMOS CROC TREM ANTH OTHER FIBERS OIA PML 12" SIMULATED WOOD VFT SW EMPLOYEE LNGE 970611SROOI < 1' . 02A PML 12" GREY VFT WITH SQUARES SW EMPLOYEE LNGE 970611SR002 NO ASBESTOS DETECTED 2-5 03A PML * Comments: 12" GREEN VFT SW EMPLOYEE LNGE 970611SR003 NO ASBESTOS DETECTED < I % ASBESTOS IN MASTIC 2-5 04A PML * Conunents: 9" TAN VFT W OFFICES/STORGE 970611SR004 . 2-5 2-5% ASBESTOS IN MASTIC 2-5 05A PLAT 12" WHITE VFT N OFF/RECP/KTCHN 970611SR005 NO ASBESTOS DETECTED 2-5 06A PML 12" LIGHT OLIVE VFT E OFF/COMMON 970611SR006 NO ASBESTOS DETECTED 2-5 07A PAIL * Conunents: 9" GREY VFT E EQUIP STORAGE 970611SR007 2-5 2-5 % ASBESTOS IN MASTIC 2-5 OSA PAIL 12" WHITE CT -PEGBOARD W STORAGE AREA 970611SR008 NO ASBESTOS DETECTED 5-10 09A PML 2X4 WHITE CT-DOT/FURROW W OFFICE&STORAGE 970611SR009 NO ASBESTOS DETECTED '0 10.A PML 2X4 WHITE CT-DOT/WIDE FURR E OFFICE 970611SROIO NO ASBESTOS DETECTED 77-15 11A PML 12" WHITE CT SW EMPLOYEE LNGE 970611SR011. , . NO ASBESTOS DETECTED 7-15 12A PML 2X4 WHITE CT-DOT/SHORT FR•W N OFF)RECP/COMMN 970611SR012 NO ASBESTOS DETECTED 7-15 Ws .Q June 19,1997 09:02 Page 2 CLIENT : AB2MT LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED PROJECT : CITY MIAMI MUNICIPAL COMPLEX WORK ORDER NUMBER: M706045 PERCENT ASBESTOS FIBERS %NON-ASB ID# ANA DESCRIPTION LOCATION SAI\IPLE NUA 1BER CHRY AMOS CROC TREM ANTiI OTHER I FIBERS 13A PML WALL PLASTER, INTERIOR WALLS 970611SR013 NO ASBESTOS DETECTED 2-5 CAC7 Analytical results pertain only to the sample(s) analyzed. Quality Control Officer °ABBREVIATIONS: ANA-Analyst; ASB-Asbestos; CHRY-Chrysotile; AMOS-Amosite; CROC-Crocidolite; 1ERM-Term/Act; ANTH-Anthophylite; ACT-Actinolite; AL -Aluminum; ANTII- Anihophyhte; BLK-Black; BACK -Backing; BL-Blue; BRN-Brown; C-Cellulose; CALC-Calcareous; CPT -Carpet; CTL-Ceiling tile; CEM-Cement; COV-Cover; DEB -Debris; FG-Fiberglass; FIB -Fibrous, fibers; -Rubber, NAAS - Mastic; MAT -Material; MIC - Micaceous; MW - Mineral wool; ORG - Orange; PAI - Paint; PAP -Paper, PL - Plaster; PLAS - Plastic; PWDR - Powder; RCF - Refractory ceramic fiber; RUB SIL-Silver, SR -Sheet rock; SUB -Substance; S-Synthetic; TEXT -Textured; TR-Trace; TRAN-Transite; TREM-Tremolite; VERM-Vermiculite; VYL-Vinyl; \N-Wollastonite; \NI-i-\Nhite; YEL-Yellow EE&G June 15, 1997 22:15 Evans Environmental & Geological Science and Management, Inc. REPORT SENT AB2MT PREPARED EE&G, Inc. ,TO: 9400 S, DADELAND BLVD, STE 370 BY: Asbestos Department MIAMI, FL 33156 99 SE 5th Street DAVE GOODEN Fourth Floor 670-1011 Miami, FL 33131 NVLAP Code 101775 Thank you for your business. (305). 374-8300 - . Analysis: Polarized Light Microscopy, Dispersion Staining; in accordance with the Interim Method as described in 40 CFR, Part 763, Volume 52, Number 210. Sample Type BULK Date in June 13, 1997 - #Of Samples 9 Date out :" June-15, 1997 Collected by STEVE RYAN Delivery by :- STEVE RYAN Work Order# M706036 Received by PL EE&G Project# 98E0125 Project CITY OF MIAMI MUNIC. COMPLEX Analyzed By: Cas andra J. Candelaria Laura V. Varela Connie L. Wol e Patricia M. Lopez Jianxin Yu QA/QC Officer JUN Due to the small size of asbestos fibers associated with vinyl floor tiles EE&G-recommends TEM analysis for all floor tiles containing < 1 % or no asbestos by visual estimation. The following analytical results presented in this report pertain only to the samples analyzed. EE&G Science and Management, Inc. assumes no responsibility for whether the samples accurately represent the material in question, - unless the samples are taken by EE&G's certified inspectors. 97- 727 June 15, 1997 22:15 EE&G LABORATORY BULK SAMPLE ANALYSIS REPORT CLIENT : : AB2MT PROJECT : CITY OF MIAMI MUNIC.COMPLEX WORK ORDER NUMBER: M706036 Page 1 Samples were analyzed in accordance with the Interim Method as described in 40 CFR, Part 763, Vol. 52, No. 210 PERCENT ASBESTOS FIBERS %NON-ASI ID'# ANA DESCRIPTION •LOCATION �1 SANIPLE NUA1_BER CHRY AMOS CROC, TREM ANrH OTHER FIBERS OlA CLW 12" TAN VFT OVER VFT BATHROOM 970611SR014 < 1 Layer 1: TAN GRANULAR -NO ASBESTOS DETECTED Lager 2: BEIGE GRANULAR- < 1 % CHRYSOTILE 02A CLW 12" OFF WHITE VFT OVER VFT HEALTH APPRAISAL, 970611SR015 NO ASBESTOS DETECTED 2-5 03A CLW 12" WHITE VFT/12" GREY VFT LAUNDRY 970611SR016 <1 2-5 Layer 1: WHITE GRANULAR- <F% CHRYSOTILE- :' : -' ' .. -' " : : " Layer 2: GREY GRANULAR -NO ASBESTOS DETECTED 04A CLW 12" BROWN VFT FLOOR 1-LOBBY 970611SRO 17' I" NO ASBESTOS DETECTED 2 5 05A CLW 2'X4'WHITE CT(DOT&LONG FW) . ... LAUNDRY 970611SR018 NO ASBESTOS DETECTED 70-80 06A CLW PIPE TSI CLOTH WRAP WRAP CLOSET 970611SRO 19. __, NO ASBESTOS DETECTED 85-90 07A CLW PIPE TSI-BL.FOAM GLASS MAS GENERATOR RM. . , _ 970611SR020- _..., .. ... .10-15- 2-5 08'A CLW WHITE HVAC MASTIC MAIN CORRIDOR 970611SR021 NO ASBESTOS DETECTED 80-90 . 09.A CLW BLACK HVAC MASTIC MAIN COR RIDOR ' 970611SR022 " NO ASBESTOS DETECTED 95 -" ' Analytical results pertain only to the sample(s). analyzed. ... Quality Control Officer I ABBREVIATIONS: ANA-Analyst; ASB-Asbestos; CHRY-Chrysotile; AMOS-Amosite; CROC-Crocidolite; TERM—Term/Act; ANTH- Anthophylite; ACT-Actinolite; AL -Aluminum; ANTH-Anthophylite BLK-Black; BACK -Backing; BL-Blue; BRN-Brown; C-Cellulose; CALC-Calcareous; CPT -Carpet; CTL-Ceiling tile; CEM-Cement;. COV-Cover; DEB -Debris; FG-Fiberglass; FIB -Fibrous, fibers; MAS-Mastic; MAT -Material; MIC-Micaceous; MW-Mineral wool;, ORG-Orange; PAI-Paint; PAP -Paper; PL-Plaster; PLAS-Plastic; PWDR-Powder; RCF- Refractoryceramicfiber; RUB -Rubber; SIL-Silver; SR-Sheetrock; SUB -Substance; .S-Synthetic; TEXT -Textured; TR-Trace; TRAN-Transite; TREM-Tremolite; 'VERM-Vermiculite; VYL-Vinyl; W-Wollastonite; WH-White; YEL-Yellov • EE&G Evans Environmental & Geological Science and Management, Inc. REPORT • June 24, 1997 11:24 SENT AB2MT PREPARED TO: 9400 S DADELAND BLVD, STE 370 BY: MIAMI, FL 33156 DAVE GOODEN 670-1011 Thank you for,. your business. EE&G, Inc. Asbestos Department 99 SE 5th Street Fourth Floor Miami, FL 33131 NVLAP Code 101775 (305) 374-8300 .. .-- .. >. Analysis: Polarized Light Microscopy, Dispersion Staining, in accordance with the Interim Method as described in 40 CFR, Part 763, Volume 52, Number 210. Sample Type BULK_ Date in June 16, 199-7 #Of Samples 25 Date out 7June-24, 1997' Collected byS.RYAN Delivery by S.RYAN Work Order# M706046 Received by PML EE&G Project# 98EO125 Project CITY MIAMI MUNICIPAL COMPLEX Analyzed By: Cassandra J. Candelaria Laur V. Varela - _ Connie L. Wolfe atr cia M. Lopez - - -- Jianxin Yu QA/QC Officer d: r JUN S 4k-k- Due to the small size of asbestos fibers associated with vinyl floor tiles EE&G recommends TEM analysis for all floor tiles containing < 1 % or no asbestos by visual estimation. The following analytical results presented in this report pertain only to the samples analyzed. EE&G Science and Management, Inc. assumes no responsibility for whether the samples accurately represent the material in question, unless the samples are taken by EE&G's certified inspectors. 97 v 727 27 June 24, 1997 11:24 EE&G Page 1 LABORATORY BULK SAMPLE ANALYSIS REPORT Samples were analyzed in accordance with the Interim CLIENT : A132MT CITY MIAMI MUNICIPAL COMPLEX Method as described in 40 CFR, Part 763, Vol. 52, No. 210 PROJECT : WORK ORDER NUMBER: M706046 1 ' PERCENT ASBESTOS FIBERS %NON-ASB I IN ANA DESCRIPTION LOCATION SAMPLE NUN1 , CHRY AA40S CROC TRE)\4 ANTH OTHER FIBERS OIA CJC 12" PINK VFT W OFFICE/SE WING 9806011SR023 2-5 A Lager 1: TOP BEIGE VFT-'NO ASBESTOS DETECTED ; Laver 2: BOTTOM BEIGE VFT- 2-5% 2 5 % CHRYSOTILE IN BLACK MASTIC * . Comments: 02A CJC 9" DARK BROWN VFT NW&W OFF/SE WING 9806011SR024 2-5 ` 5 BLACK IC -5% CHRYSOTILE IN MAST Comments: O3A PML 12"WHT W/ BRN STREAKS VFT NE/NW WING/SW AR 9806011SR02,51-t.;. i i NO ASBESTOS DETECTED 2-5 04A CJC 12 " WHITE W/ BLACK VFT NE WING 9806011SR026 S DETECTED NO ASBESTOS E 2 5 2-5% CHRYSOTILE IN BLACK MASTIC * Comments: 05A CIC 12" GREEN VFT SE WING, 9806011SR027 2=5 ` 5 Laver 1: `BEIGE VFT- 2-5 %' CHRYSOTILE.-- Laver 2: GREY VFT- NO ASBESTOS DETECTED 2-5.% CHRYSOTILE IN BLACK MASTIC * Comments: 06A PML 9" GREY VFT:, NW/SW OFFICES 9806011SR028 2 5 -5 ` .. 2-5 0. ASBESTOS IN MASTIC * : Commen s: - 07A CJC 9" LIGHT BROWN VFT NW OFFICE AREAS' 9806011SR029 2 �.. Comments: - 2-5% ASBESTOS IN MASTIC 08A CJC 9" BLACK VFT I NE&NW WING-FL2 9806011SR030 2-5 2 5 i Report Continued on*Next-Page " June 24, 1997 11:24 CLIENT : A132MT PROJECT : CITY MIAMI MUNICIPAL COMPLEX WORK ORDER NUMBER: M706046 Page 2 LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED ID# A -NA DESCRIPTION LOCATION SAMPLE NUMBER PERCENT ASBESTOS FIBERS ' CHRY AMOS CROC TREM ANTH OTHER %NON-ASB I FIBERS 09A PML 12" OFF-WHITE VFT Comments: SEWING- FLI 9806011SR031 NO ASBESTOS DETECTED 2-57, ASBESTOS IN MASTIC 2-5 I0A * Comments: CJC 12" TAN VFT SE WING- FLI ' 9806011SR032 2-5 2-5% ASBESTOS IN MASTIC 2-5 11A CJC 12" WHITE CT -PEGBOARD ABV SUSP CEILING 9806011SR033 NO ASBESTOS DETECTED 85-90 12A PML 2X4 WHITE CT-DOT/SQUIGGLE NE WING-ADJ STRS 9806011SR034 NO ASBESTOS DETECTED 5-10 13A CJC 12" WHITE CT W OFFICE AREA 9806011SR035 NO ASBESTOS DETECTED 70-80 14A CJC 2X4 WHITE CT-DOT/LONG FRRW MAIN CORRIDORS 9806011SR036 NO ASBESTOS DETECTED 2-5 15A PML 2X4. WHITE CT-DOT/WAVY FRRW SE WING 9806011SR037 NO ASBESTOS DETECTED 4-10 16A CJC 12" CT -GLUE NE WING -FL 2 OFF 9806011SR038 NO ASBESTOS DETECTED 2.5 17A PML DRYWALL SYSTEM INT PART WALLS 9806011SR039 NO ASBESTOS DETECTED 2-5 18A PML INTERIOR WALL PLASTER INTERIOR WALLS 9806011SR040 NO ASBESTOS DETECTED 4-10 . 19A PML CEILING PLASTER INTERIOR CEILING 9806011SR041 NO ASBESTOS DETECTED 2-5 20A PML HVAC DUCT INSULATION FL2-ROOF ACCESS 980601 ISR042 NO ASBESTOS DETECTED 21A PML 12" WHT W/ BLK&GREY STREAK Comments: NW WING 9806011SR043 2-5 2-5% ASBESTOS IN MASTIC 7-15 22A PML BLACK HVAC DUCT MASTIC MAIN CORRIDOR 9806011SR044 2-5 2-5 June 24, 1997 11:24 Page 3 CLIENT : AB2MT LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED PROJECT : CITY MIAMI MUNICIPAL COMPLEX 'WORK ORDER NUMBER: M706046 PERCENT ASBESTOS FIBERS %NON-ASB IDtI ANA DESCRIPTION LOCATION �; SAMPLE NUA�ER I CHRY AMOS CROC , TREM ANTH OTHER FIBERS 23,A M PL 4" PIPE WRAP AHU ROOM 9806011SR045 NO ASBESTOS DETECTED 2-5 AHU ROOM 9806011SR046 :' ' ' i NO ASBESTOS DETECTED 4-10 24A PML PIPE TSI FOAM,& MASTIC W. OFFICE AREA. 9806011SR047 NO ASBESTOS DETECTED 25A PAIL PIPE TSI- ELBOW i Analytical results pertain only to the sample(s) analyzed. Quality Control Officer ABBREVIATIONS. ANA- Analyst; ASB-Asbestos; CHRY-Chrysotile; 'AMOS-Amosrte, CROC-Crocidolite, TERM-Term/Act; ANTH-Anthophylite; ACT-Actinolite; AL -Aluminum; ANTH-Anehophylite; iND BLK-Black; BACK -Backing; BL-Blue; BRN-Brown; C-Cellulose; CALC-Calcareous; CPT -Carpet; CTL -Ceiling tile; CEM-Cement; COV-Cover; DEB -Debris; FG-Fiberglass; FIB -Fibrous, fibers; MAS-Masuc; MAT -Material; MIC-Micaceous; MW-Mineralwool; ORG-Orange; PAI-Paint; PAP -Paper; F'L-Plaster, PLAS-Plastic; PWDR-Powder; RCF -Refractory ceramiciiber, RUB - Rubber; SIL-Silver; SR -Sheet rock; SUB -Substance; S-Synthetic; TEXT -Textured; TR-Trace; TRAN-Transite; TREM-Tremolite; VERM-Vermiculite; VYL-Vinyl; W-Wollastonite; WH-White; YEL-Yellow 11 EE&G ! Evans Environmental & Geological Science and Management, Inc. REPORT SENT AB2MT TO: 9400 S DADELAND BLVD, STE 370 MIAMi, -FL 3315E DAVE GOODEN 670-1011 Thank you for your business. loune 17, 1997 12:27 PREPARED EE&G, Inc. BY: Asbestos Department 99 SE 5th Street Fourth Floor Miami, FL 33131 NVLAP Code 101775 (305) 374-8300 Analysis: Polarized Light Microscopy, Dispersion Staining, in accordance with the Interim Method as described in 40 CFR, . Part 763, Volume 52, Number 210. Sample Type BULK Date in Jun e 17, 1997Lie #Of Samples 3 Date out June 17, 19.97: " Collected by J.COULLIARD Delivery by -` J.COULLIARD Work Order# M706050 Received by PML EE&G Project# : 98EO125 Project CITY OF MIAMI MUNICIPAL CMPLX Analyzed By: Cassandra J. Candelaria Laura V. Varela - Connie L. Wolfe Patr'cia M. Lopez t �cN�ol Jianxin Yu QA/QC Officer I ; JUN ! 7 1,77 — a The following analytical results presented in this report pertain only to the samples analyzed.'EE&G' Science and " Management, Inc. assumes no responsibility for whether the samples accurately represent the material in question, unless the samples are taken by EE&G's certified inspectors. . 97- 727 June 17, 1997 12:27 EE&G LABORATORY BULK SAMPLE ANALYSIS REPORT CLIENT : A132MT PROJECT : CITY OF MIAMI MUNICIPAL CMPLX Page 1 Samples were analyzed in accordance with the Interim Method as described in 40 CFR, Part 763, Vol. 52, No. 210 WORK ORDER NUMBER: M706050 , PERCENT ASBESTOS FIBERS %NON-ASB I LOCATION SAMPLE NUMBER. I CHRY. • AMOS CROC ;, TREM ANITi OTHER FIBERS ID# ANA DESCRIPTION . PML 12" PEGBOARD CT CEILING&WALLS 970617JTC001 NO ASBESTOS DETECTED OlA CEILING&WALLS 9706173TC002 NO ASBESTOS DETECTED :. 15 20 01B PML 12" PEGBOARD CT CEILING&WALLS 970617JTC003 NO ASBESTOS DETECTED 15-20 OIC PML 12" PEGBOARD CT Quality Control Officer 11 Analytical results pertain only to the sample(s) analyzed. Q y 'ABBREVIATIONS: ANA—Analyst; ASB—Asbestos; CHRY—Chrysotile; AMOS—Amosite; CROC—Crocidolite; TERM—Term/Act; ANTH—Anthophylite; ACT—Actinolite; AL —Aluminum; ANTH—Anthophylite_ CALC—Calcareous; CPT —Carpet; CTL—Ceiling tile; CEM—Cement; COV—Cover; DEB —Debris; FG—Fiberglass; FIB —Fibrous, fibers; �6LK—Black; BACK —Backing; BL—Blue; BRN—Brown; C—Cellulose; -'IMAS — Mastic; MAT -Material; MIC - Micaceous; MW - Mineral wool; ORG - Orange; PAI - Paint; PAP -Paper; PL - Plaster; PLAS - Plastic; PWDR- Powder; RCF - Refractory ceramic fiber; RUB -Rubber; SIL-Silver; SR-Sheetrock; SUB -Substance; S-Synthetic; TEXT -Textured; TR-Trace; TRAN-Transite; TREM -Tremolite; 'VERM -Vermiculite; VYL-Vinyl; W-Wollastonite; WH-\Alhite; YEL-Yellow EXHIBIT X AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (30 -1016 727 • 0 EXHIBIT XI 97-- 727 AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING • (305) 670-1011 • Fax (305) 670-1016 ,R SALE A WIX S SI 4W K50 -0. .................... ;k . . . . . . . . . . . . . . . . A view of the Municipal Justice Building from the south (note- the jail is located on the second story) ------------------- --- --- ------------ A view of the vacant portion of the Municipal Justice Building from the south. 1 97- '7 2 7 � � k�'•� -L r � � e�rr/- p� •�: 4:}'IRV w : t AA Y read a,r/rS�•... q art J � 4 lL , ry 3 f $ _ r a � ` •. � ...t .I a9P► .1�• � J 4� aM � r t?� •. «, = 1 . ` .t Y,i{� : a <. �"1arral�.r� C',.,wL.k V _: �� _'`'^ �" 4 s✓ } M IN 3 � ! 1 �i �t N•�rid./ _ t * k L iie #••t�' • L n` f Yr J 1 3 (! �- a } y3.n 7 iY"'s" �•�rY� v� L�"}��1si'Lvc�� � 'V 1�„ I Z'Lb >' + ^4.. 5 a ao_r qY.� � �.t$6A�•k�+�r rw r^� ML' � �"' y . t { � ..y3 • VIM- c.e.tlf ».'4 [c.. err.'. tµr p'•t" •A„ r f k '!Rs �c•�•'iKlt L a r < ,r�+!... r •rIyG.•P• fir' �Ii•t'4j2 JW u. �' .r 3 '7•.y :t,�jJ' 'V ,��•} ,1.u, 4� +'S� L r+n6;. �, +-�i-r� rh fiY�l��i'�Yfiliv \14/�Y7`���ri�3'?'�4i5}•^-i.. i` x�` ' �^yrt r " Jt s r,y r t � ' _ n. ! .^ r'Yr .: �' A!C+F1wvN r {k.•�' ••c,ilr7rJ'�4 f�RiFn+k� �", c i � .r y.�, - Y >�, rc_r�.,�.P t,�.4µ, �+wt����t'r11^Nj .R�``r�`�• � '�'�'�. ��yJ�'ykte,'r..�s.,�-. s.r�4'j) • 4 r L ,,t it p ` {r2, �Y :w AaK+• S+ •t4a �.. 9 A view of an asphalt paved parking lot located on the northwest portion of the subject property.. A view of the asphalt paved parking area directly north of the Municipal. Justice Building.. IM r` OW, !� t . . . . . . . . . . ihj gig F -, z k � � �•.Tdr� �;M4 ma's r+•o r 7��{{-�%' y � t. 1_ s t !\ s' yr' �aiv ti. � "<:fit ,MOM.EtitE � `��� [i/�� °'�" "' i G ., —'es f..,� '.� TM 1 `1 ■ �. .. � , �%" • • EXHIBIT XII AB2MT CONSULTANTS, INC. • ENGINEERING • ENVIRONMENTAL • PLANNING (305) 670-1011 • Fax (305) 670-1016 9� .t "7 - �'SSyj METROPOLITAN DADE COUNTY, FLORIDA METRO,ADE PERM ENVIRONMENTAL RESOURCES MANAGEMENT 0 9 / 15 / 9 3 33 S.W. 2nd AVENUE BEST MANAGEMENT PRACTICES FOR MIAMI, FLORIDA 33130-1540 MECIIANICAL REPAIR FACILITIES (305) 372-6789 Best management practices can be thought of as using "good housekeeping" practices.. Listed below are several procedures to operate your facility and minimize the risk of contamination- to the environment. - -- 1. A waste oil and waste fluid collection area must be set up. This area must have a bermed impervious surface and also be under cover. Wastes are to be stored in clearly marked containers that are in good condition. Leaking containers must be- replaced. Strippers, chlorinated solvents and flammable - solvents must be kept separately. Antifreeze/coolant must also be stored separately. All waste must be segregated. Therefore, no mixing of waste streams should be done. a. Waste oil is to be recycled and taken by a permitted waste oil hauler. b. Chlorinated solvents, strippers or -flammable, solvents must be recycled by a permitted solvent recycler or disposed of - as hazardous waste. This waste must be shipped by a- permitted hazardous waste hauler to an approved EPA treatment or disposal facility. C. Antifreeze must be collected and shipped by an approved hauler. d. Used oil filters must be collected and handled by - -a-= permitted hauler or recycler. All-f-luids must be drained from filters prior to disposal. These filters cannot be disposed of in the trash/dumpster unless a hazardous waste profile indicates otherwise and approval is granted from this department. Oil filters can be drained and crushed and sold to an approved metal recyclers (the ones 'Chat are able to handle the filter.) A list of oil filter.recyclers is available upon request. e. Receipts and/or manifests for all waste generated - on site must be kept at your facility for a minimum of. -three-- (3-)- years and made available for review by DERM. 2. Engines must be stored on an impervious surface and under cover due to potential leaks from filters and fluids -- inside the engine. All used parts with oil and/or grease must also be stored on an impervious surface. All fluids should be removed from all gas tanks, transmission, crank cases, oil filters, etc. prior to crushing or storing. Small parts can be ..drained of all fluids and disposed in the dumpster. 9%- 727 1 3. Small oil spills may be cleaned with absorbent pads that can be reused several'times.- 4. Steam cleaning, pressure cleaning and/or parts washing may not be done over open ground. a. Parts washing must be done in a container or parts washer. The parts can be rinsed or air dried over the parts cleaning container, Absolutely _no.fluid, not even rinse water, is to be disposed of to open ground, storm drains, septic tanks or any drainage structure. Research has shown that this rinse water contains solvents, metals, oil and grease. Dirty parts washing fluid may be recycled or disposed of properly, as previously discussed above. A permitted parts washer contractor who brings new fluid and takes away the sludge and dirty fluid is the preferred disposal method. b.- Steam cleaning and/or pressure cleaning must be done in an area designed to collect and contain the cleaning effluent. The system may recycle, collect or treat the effluent.---- 1. If detergents or solvents are not used, an oil/water separator connected to sanitary sewer, with proper maintenance, will usually allow effluent to meet sewer standards. 2. If detergents,or solvents are used, the oil and grease are emulsified' and the separator would no. longer function properly. In these cases, treatment or recycling systems must be used.., If the treated water meets sewer standards, it can be discharged to the sewer; or for existing facilities on septic tank, it can be hauled to, a sewage- t-reatment plant by: a _ permitted septic tank hauler. No industrial waste may, be discharged into septic tanks. ::.. 'PLANS FOR STEAM CLEANING AND/OR PRESSURE CLEANING SYSTEMS MUST BE SUBMITTED TO DERM FOR APPROVAL BEFORE CONSTRUCTION: 5. Brake pads and shoes (especially older types) may -containing. asbestos. It is recommended that High Efficiency Particulate .. Air (HEPA) filter vacuum be used on the braking systems prior to servicing (whether dust. is visible or not.) Once this filter bag has been filled, it may be double bagged (reinforced packed), labeled properly as an asbestos containing waste, and shipped to a Class I landfill for disposal. (or it may -.disposed of properly as a hazardous waste.) 6. Tires may be hauled away by a permitted hauler to an approved facility. Single dump permit letters and coupons for facilities that regularly dispose of tires may be obtained from Metro -Dade Department of Solid Waste Management (594-1500). 7. Special attention should be paid to storm drain locations (also known as storm sewers). Storm drains are designed to help alleviate rainwater build up. These drains are not connected to the sanitary sewer system, but rather assist in allowing the rainwater to drain into the ground and groundwater. Therefore, industrial discharges should not be allowed to drain into these storm drains. Areas near storm drains must be kept free of oil, grease and other contaminants so that rainwater does not wash these materials into the storm drains. 8...Used lead -acid batteries must be sent to a recycler. Batteries must be stored on a concrete or other impervious surface and under cover until shipment. 9. Do not discharge used coolant, test tank or flush out waters into septic tanks, storm drains, sanitary sewers, soakage pits, or onto the ground surface. a. Most test tank water, boil out tank -.sludge, and associated wash and rinsewaters are considered hazardous waste when dirty, due to high metal concentrations. Test tank water and rinsewaters must be treated, -recycled or collected. 1. If a treatment system is used, --the- treated effluent'.` may be discharged into sanitary -s-ewer..-if. . it meets sewer standards. The remaining sludge may have to' be disposed of as hazardous. 2. A recycling system may be used.to: --filter the test tank water to be reused -as clean test tank water. The .filter may have to be disposed -of. -as hazardous. _ 3. If the test tank water is neither recycled -or treated, it must. be collected. It_:may. -then .be tested to determine proper disposal.- If. this water meets sewer standards it may be disposed :of via- sanitary sewer.--.--: If ,the facility is on septic tank and the waste meets sewer standards, it may be taken by an.app-r septic; tank hauler. if the test tank water .is hazardous, it� must- be disposed of by an approved transporter. 4. The boil out tank sludge must be properly_'handled as a hazardous waste. 10. Rags used during mechanical repairs or cleaning processes which become contaminated with waste oil or hazardous materials such as solvents, ink, etc. are considered .hazardous wastes and may be handled by an approved -rag service or an approved hazardous waste transporter. Used rags must -not be- disposed -of in the trash/dumpster unless a hazardous waste profile indicates otherwise and approval is granted by this department. 11. Facilities that perform AC repair - -,must---- ha-ve equipment to . - 9'7 - "7 2. 7. recapture and/or recycle the refrigerant. Said equipment requirements are as follow: - EPA or UL listed and approved - able to recover at least 800 -900 of refrigerant - refrigerant storage containers DOT or UL approved - for servicing low pressure equipment the unit must be able to pull a vacuum of at least 29" Hg. ***In all aforementioned situations where the waste is deemed to be hazardous, a permitted hazardous waste transporter must--be--used to transport the waste to a federally approved hazardous waste disposal facility. Hazardous waste manifests must be. maintained at your facility. The facility generating the waste is required to obtain an Environmental Protection Agency identification number, unless classified as a conditionally exempt generator, by contacting: Bureau of Waste Planning and Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400. (904)488-4805 Facilities storing large amounts of chemicals or fuels are required to provide secondary containment for all storage :.areas. This_ containment area should be able to hold 1100 of the largest single tank to be stored in this area. Secondary containment guidelines are available upon request. Plans must be submitted to*this department and written approval obtained before construction. Pollution Prevention SugQestion The reduction or elimination, at the source, of. discharges or emissions to the environment. 1. Waste fluids should be segregated and kept separately. This prevents mixing incompatible substances _ _and prevents contamination of a non -hazardous waste by a hazardous waste. This also allows them each to be recycled--:.or.-.:disposed of appropriately and reduce disposal costs. 2. Recycling of waste fluids is a preferred option. This can either be done on -site or shipped to an approved recycler-off-=si-te. Units for filtering, adding the necessary additives'and.restoring coolant are available. (Installation of such units must be approved by DERM and the Fire Dept.) 3. For small to,medium facilities, it may be more economical to have a parts washer contractor replenish the parts cleaner and remove the spent solution, than to install a solvent recycling still. 4. Large facilities, on -site solvent recycling stills are usually very economical with payback periods of only 2-3 yeas. 5. Alternative cleaners are available (e.g. special water based 97- 7-27 cleaners) that replace traditional solvent. These can be used in a variety of system including dip tanks, power washers with jet sprays, or ultrasonic immersion tanks. 6. Parts cleaning can be done in 3 stages 1. Preclean to remover heavier dirt (e.g. with a wire brush) 2. Sink #1 as an initial sink to do heavier cleaning. Recycled only after full use. 3. Sink #2 as a final sink for precision cleaning (Used as make-up for sink 41). 7. Parts can be removed slowly from solvent sinks and allowed to sit a few minutes on "dip racks" which drain back to the sink. Rollaway covers that are kept closed when not in use can be used on the sink. Sludges should be removed often and properly disposed, but the solution itself can be used many times. 8. Stop leaks quickly. Drip pans can be- placed to catch leaks. Spot mopping with a bucket (and.proper disposal of the water) can be performed. Floor cleaning machines are.available that will spray a cleaning solution, scrub with brushes, and vacuum up the-- solution (to be disposed off properly.) Absorbent pads are available that allow the oil to be "squeezed out" into a waste oil drum. The pads can be reused several times. 9. Brake parts should be recycled and/or sent to the manufacturer for relining when possible. ' 10. Tires may be recapped for reuse. 11. Scrap parts can be sold to .metal recyclers. All mechanical repair facilities are required to obtain an Annual Pollution Control Operating Permit. Questions will be answered by the Hazardous Facilities Section staff at (305)372-6600. Any questions concerning pollution prevention please call the Pollution Prevention Program at (305)372-6827. :lg UPDATED: 9/15/93 c 9 '7 - '7 2 7 . P O 2 no a s Best Management Practices = - Florida Department - - - - - --- - -. - of - Environmental Protection Agricultural Source and Water Well Management Section May, 1995 97 727 00. 20. J? 02 = 341' DADS COUNTY D. E�R• M• F' 04 Best NlananQmnt Practices for Golf Course Maintenance Depar-tments Introduction The maintenance department is responsible for irrigation, mowing, fertilization, pesticide application and general upkeep of the golf course grounds. The maintenance area is where pesticides are loaded into application equipment, mowers and' other pieces of equipment are serviced, and pesticides, fuel, fertilizer, and cleaning solvents are stored. This is where pollution of soil, surface water, or ground water_ is most likely to occur. Contamination can occur when pesticides are spilled, containers or equipment cleaned and the rinsewater dumped on the ground or discharged into surface water, or improperly cleaned containers are stockpiled or buried. Proper management of the maintenance area is an important part- of responsible chemical and pesticide.use. Poor handling and disposal practices at these sites can lead to serious environmental problems, expose th®.ownership to extensive leda- liability for contamination and cleanup, including penalties, and fines, and can create a poor public image for the golf course. Management practices should be implemented at these maintenance areas that will prevent the contamination of soil, surface water, and ground water by.the. materials stored and handled at these sites. This document describes a number of "Best Management Practices", or BMPs, which can be put into practice through proper design and operation of the golf course maintenance facilities and equipment. Best M nagemrit Practice Princlol©s The general approach to best management practices for golf course, maintenance departments involves three principles a,.. Isolate all potential contaminants from soil and water, and, - a.. i Do not discharge any material other than clean stormwater onto the ground or into surface water bodies. ■ Minimize irrigation, fertilizer, and pesticide use requirements through use of Integrated Pest Management and native or naturalized vegetation wherever practicable. The first principle involves identifying all the materials stored or handled In .a golf. course maintenance area along with current practices that could cause environmental contamination. The next step is to develop management practices which isolate those materials from soil and water during storage, handling, and disposal. Materials that may contaminate soil and water include pesticides, fuels, solvents, fertilizers, 2 -- 97— 797 O B. 20. rJ- '7 02 341-Z� t DADS CdVN�`Zr D. E. R. M. F O� paints, etc. Storing these materials in covered, lockable storage areas, handling them over impermeable surfaces, cleaning up spills promptly and properly, recycling these materials where possible, and otherwise properly managing wastes will keep these materials from contaminating soil or water. , The second principle is an extension of the first. It includes preventing contamination 'of stormwater and eliminating the discharge of materials such as equipment wash water to ground or surface waters. Discharge to surface waters can occur directly through dumping to a lake or canal,, or indirectly through discharge to a ditch, storm drain or swale. Discharge to ground water may occur by percolation through highly permeable soils, such as the fine sandy soils found in much of Florida, or by flowing into sinkholes, improperly constructed wells or other direct conduits to ground water. Discharges to surface or ground water should be eliminated through the containment and .collection of equipment washwaters and proper management of the collected material. Where allowed by the local Department of Environmental Protection (DEP) District office or local authorities, stormwater, and washwater other than that.from pesticide -application equipment, may be discharged to a swale or retention area that --- does not connect to a surface water body or provide a direct conduit to.the ground. water. _ ..... = .. _. Several specific BMPs for golf course maintenance areas are, described. -below which comply with these two general principles. If a material handled. or a maintenance practice employed at a golf course maintenance area is not addressed below, golf course managers can use these principles to devise their own BMP for that activity or �. material. The third principle, that of minimizing fertilizer, pesticide and irrigation use:.thr..ough qse of native vegetation and Integrated Pest Management directly impacts -the.-,. amount of materials handled annually, reduces the annual maintenance budget, and-_ encourages good environmental stewardship. An example of how a golf owner or operator can obtain assistance in this area is through the Audubon. Cooperative Sanctuary Program (ACSP), a progam of the Audubon Society_of New York State, Inc., sponsored by the the United States Golf Association... This -voluntary_ program offers extensive planning, guidance, and technical assistance. while _ requiring no restrictions on the property. All decisions to act on ACSP suggestions are made by the golf course superintendent and course _officials. _ pecific Bost Manag@M2nt Practices Specific BMPs for golf course maintenance areas are listed below by the -type of --- - -- _ material handled or the maintenance activity conducted. These are -summarized at . the end of this section. Sources for the references provided in each section are detailed at the end of the document. 3 4 T,-IT .,_ oer7 9, 7- 727 d @, 2 O. 97 02 i 4 P >k D A D E c O LJ N T•�T D. E. R. M. 1106 i 1.0 Pesticides IA. Storage Storage of pesticides should be in a lockable concrete or metal building, located at least 50 feet from other types of structures to allow fire department access. The pesticide storage aroa should be separate from other buildings or at least separate from areas used to store other materials, especially fertilizers. Shelving should be plastic or reinforced metal. Metal shelving should be kept painted to avoid corrosion. Wood shelving should never be used because It may absorb spilled pesticide materials. Figure 1 Storage and Mix/load fac_illty. Courtesy-orCoWer's Resent Country Club, Naples, FL. Floors should be seamless metal C. or concrete and sealed with a chemical -resistant paint. The floor should have a continuous sill to retain spilled materials and it should have no drains, although a -- sump may be included. Sloped ramps should'be provided at the entrance_ to allow.. wheeled handcarts to move material in and out of the storage area's ' afely.Automatic . exhaust fans and an emergency wash area should be provided. Exlosion proof lightingmay be required. It, is recommended that the light/fan switch be located outside the building so that both, are on when entering or leaving the -building. Personal protective equipment should be easily accessible and stored immediately outside of the pesticide storage area. An inventory of the pesticides..kept=in. the storage building and the Material Safety Data Sheets (MSDS) for -the. chemicals used. imthe operation should be accessible on the premises, but not kept in.the pesticide. .. storage room itself (since that would make them unavailable: in time :of.emergency). Flammable pesticides should be separated from non-flammable.'. Dry.. bags_ should be. raised on pallets to ensure that they do not get wet. Liquid materials should always be.stored below dry materials, never above them. Labels should be clearly legible. Herbicides, insecticides and fungicides should be separated to prevent- cross contamination and minimize the potential for misapplication. - (Since cross contaminated pesticides often cannot be applied in accordance with the labels, this - - - makes it necessary to dispose of the contaminated materials as wastes. This may 4 - -: 97w--727 -- _ -- A- Tr)m ni,.-A PACE. 6 0S. 20. 97 02 : 341' 1mDADE COUNTY D. E�R. M. I'01? require the services of a consultant and hazardous waste contractor, depending on the materials involved.) Storage building plans are available from several sources, including the Midwest Plan Service, the University of Florida Institute of Food and Agricultural Sciences (IFAS), and the United States Department of Agriculture -Soil Conservation Service (SCS). 1.2 Mixing and Loading Loading of pesticides and mixing with water or oil dilutents should be done over an impermeable surface (such as lined or sealed concrete) so that spills can be collected and managed. Refer to the DEP publication D.E_P. Minimum Construction and Operation Standards for Chemical Mixing Centers used for Pesticide Mixing and Loading. Although use of a chemical mixing center (CMC) is not mandatory, adherence to the standards in the above publication .is strongly encouraged. The purpose of a CIVIC is to provide a place where the operator can perform all operations where pesticides are likely to be spilled in concentrated form, or where evon dilute formulations may be repeatedly spilled in the same e-;xes, over an impermeable Wrface. Such a surface should provide for easy cleaning and reo,overy of spilled materials. In its most basic form, a CMC is merely a concrete pad treatod with a sealant and sloped to a Figure 2 TypiW golf course ><nfz/1oad,faciiity. i,coturteay or John's Island W*V, Sabawan, FL, Figure 3 Spills flow into sump, not outu the ground. Courtesy of John's Island West. C 97 = 72"7 --- .. ___. _..... .... .. a ... ..r n _- p n �771 liquid -tight sump where all of the spilled liquids can be recovered. For small spills, absorbents such as cat litter or sand may be used for clean up of the spill and then applied as -a top dressing in accordance with the label rates, or,disposed of as a waste. Solid materials, of course, can be swept up and reused. Materials other than concrete, such as tough synthetics, may also be used in some cases. These materials are often used for portable C_MCs where a permanent facility is not practicable. Figures 1 through 4 depict some actual CMCs used at golf courses in Florida. Designs for CMCs -are available from several sources including the Midwest Plan Service, USDA-SCS, and IFAS. G 14 �?�� 27 0 6. 2 o. 9 r7 02 : 3 4 PD AD E COUNTY D. E�R. It is extremely important to pump out the sump and remove all sediments when changing pesticides in order to avoid disposal problems due to cross-eontaminarlon. Small spills may also be cleaned up by using an absorbent such as cat litter and then applying. the absorbent to the turf as a pesticide in accordance with the label instructions, for example, by mixing with dry fertilizer where permitted by the label. Very small operations may find this method preferable at small mixing areas where hand, sprayers are loaded. Pesticide containers should be cleaned immediately upon emptying. Containers -should_ be. properly cleaned by pressure -rinsing or triple -rinsing and the rinse water dumped into the sprayer as part of the make-up water. Non -rigid bags should be shaken cloan so that all dust and material falls into the application equipment. The clean containers should be stored in a clean area, out of the rain and weather, until they, can be disposed of or recycled. Storing the containers in large plastic bags is one popular option to protect the containers from collecting rainwater. The cleaned containers should be recycled in counties where such a program isa_vailable, or they maybe taken to a landfill for. disposal. If you are unable to locate information .about pesticide container recycling programs in your area, you.may- con tact the University of Florida Pesticide information Office at (904)-392-4721,;_ 1.3 Pesticide Application Equipment Washwater Washwater from pesticide application equipment must be managed properly since this washwater will contain pesticide residues. The best management practice for this material is to collect it and use it as a pesticide in accordance with label instructions for that pesticide. This applies to washwater from both the inside and outside of the application equipment. Often, the easiest way to do this is to wash the equipment in the CMC. The pad should be flushed with clean water after washing equipment, and the captured washwater should be pumped into the rinsato storage tank for use in the next application, or it may be applied to the labeled site as a. dilute pesticide. The applicator is allowed by the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) section 2(ee) to apply a pesticide' at less than the labeled rate. The sump should then be cleaned of any sedirhbht before another type of pesticide is handled. - 1.4 Pesticide Management Summary The appropriate practice for the management of pesticide materials depends on the type of material. The proper practice for each type of pesticide material is listed below. a - - 7- 727 06- 20. 9'7 02 : 341,WOADn COUNTY D. P 1 0 Empty containers Transport to an approved pesticide container recycling facility after proper cleaning (pressure rinsing or triple rinsing). If no recycling facility is available, after proper cleaning dispose of as solid waste. Excess formulation . Return to manufacturer, use as a pesticide in accordance with the label, use a hazardous waste contractor to remove and dispose. Excess mixture Use as a pesticide in accordance -with label. - - - Material used 'to contain or collect spills Use as a pesticide by -applying to a - or leaks labeled site at or below application rate In accordance with label directions for use. If is it necessary to dispose of the material as a waste, contact the DEP District office for information. Application equipment washwater Reuse as a dilutant in subsequent applications. Use as a pesticide- by- . applying to a labeled- site at or ,below application rate in accordance with label directions for use: Alternatively; treat in a permitted treatment .facility-, such as an evaporation degradation system. This requires a DEP industrial wastewater . permit. Contact the DEP-District office for more information.- 2.0 Solvents and Degrast$ers - l- 2.1. Storage - Solvents and degreasers are generally flammable and toxic and should be stored in lockable metal cabinets in an area away from ignition sources and with adequate k �a - 71 7 2 7 DAC7 in 0 6. 2 0• 97 02 = 3 4 PO ,.DAD COUNTY D. :�• M P 1 1 ventilation. Do not store near an area where welding or other similar activities are performed. Never store with pesticides or fertilizers. An inventory of the solvents stored and the MSDS sheets for these materials should be kept on the premises, but not in the solvent storage area. Any emergency response equipment recommended by -the manufacturer of the solvent should be kept accessible to the storage area, but not inside the area itself. 2.2. Use Solvents and degreasers should be used over a collection basin or pad that can collect all used material. The collected material should be stored in marked containers until it can be recycled or legally disposed'of. There are a number of private firms that provide a service that includes solvent wash basins that drain into recovery drums. These .drums are then picked up and the contents recycled or properly disposed of. Solvents should.never be allowed to drain onto pavement or soil, or discharged into storm drains, sewers or septic systems, even in small ar'hounts. Routine discharge of even small amounts of solvents can result in the accumulation of.contarninants in soil or ground water over time, with serious --" environmental and liability consequences. 2.3. Disposal Used solvents and degreasers should be collected, placed into containers marked... with the.contents and the date and then picked up by a service that will properly - recycle or dispose of these materials. An WAS publication, DSP-2, has more information on this. - -- - _ - --- — - 3.0 Fertilizom 3..1. Storage Fertilizers should be stored separately from solvents, fuels, and pesticides since many fertilizers are oxidants and can accelerate a fir©. Ideally, fertilizer should be stored in a concrete building with a metal or other -flame resistant roof. Care must be taken when storing fertilizer to prevent contamination of nearby ground and surface water. Fertilizers should always be stored in an area that is protected from rainfall. Storage of dry bulk materials on a concrete or asphalt pad may be acceptable If the pad is adequately protected from rainfall and from water flowing a ➢AcrZ 1 1 97= 727 34P� mDADE COUNT�I' II 06. 20. 97 02 �� M. 1112 C across the pad. Secondary containment of liquid fertilizer tanks larger than 550 gallons is addressed in 62-762 Florida Administrative Cade (F.A.C.). Even where not required, the use of secondary containment is a best management practice. 3.2. Loading Areas where fertilizers are loaded into application equipment should be protected from rainfall and spilled material cleaned up immediately. Collected mr terlal can be applied to the golf course as a fertilizer. if rainfall protection is not available or practical for the loading area, thorough cleaning is essential. Cleaning of the area can be through dry collection methods such as sweeping or vacuuming, or washing down the loading area. Any washwater generated would have to be collected and applied to the course. Discharge of this washwater to storm drains or septic systems �is illegal. 4.0 Class Clinninas Grass clippings removed from mowers should be handled separately from other waste materials and equipment washwater. Many manufacturers -n-ow _recommend the use of compressed air to blow off equipment. This is more protective 'of hydraulic seals on the equipment, eliminates the washwater, and produces dry clippings that are easy to handle. Another method is to clean mowers over a separate concrete or asphalt pad that allows water to run off onto turf or soil, but not into a -surface water body or canal. The CMC should not be used for this purpose,_ in order to keep clippings and other debris from becoming contaminated. with=pes iclde residue. The grass clippings will collect on the pad. After drying on the pad, the clippings can be collected and composted or spread in a wooded area or rough. . 5,0. Used oil, antifreeze, and lead -acid batteries -- : - Used oil and antifreeze should be collected in marked containers and offered for recycling. In Florida, recycling is the only legal option for handling used. oil. Antifreeze must be recycled or disposed of as a hazardous waste. There are commercial services that will collect this material. The 1FAS- publication _DSF'2 has information on this subject. Lead -acid storage batteries, such as used in golf carts and for starting other equipment, are classified as special wastes and must be recycled. All lead -acid battery retailers are required by law to accept returned batteries -for recycling. Used acid from these batteries contains high levels of lead and must be disposed of as hazardous waste, unless contained within a battery being recycled. 10 0 < 9'7— 727 O O. 2 O. J 7 O : 3 4 PD A D E C C) U r\T 6.0. Gasoline, Diesel fuel Fuel disponsina areas should be designed and managed to prevent. soil and wator Figure 5 Fuclictg area.. Notc the continuous curb. couftcsy of Jolul'9 151luld W69i. contamination. Concrete or asphalt surfaces should be - provided near the fuel pumps. The pumps should not be located where a -spill or leak - - would cause fuel to flow onto the ground or into a storm drain or surface water body. Secondary containment structures are required for above -ground fuel tanks over-550 gallons. The best practice is for these structures to be roofed to keep out, rainfall. Building the containment structure so that it is tall rather than wide will also help With - minimizing rainfall accumulation by reducing the amount of surface area of the structure. If the structure is not roofed, then water that accumulates"must-be managed properly. If the structure has a discharge port, make certain that-it_is - closed and locked except when uncontaminated rain water is to-b-e -drained: - The - - - best option is to have no discharge port and to use a portable sump PUMP.to remove water when it is necessary. A discharge port Invites the possibility ffidr-It - may be left open when a leak occurs. - - -- -- -- - -- - - The first line of management is to minimize the need to discharger ' If the "containment - volume is adequate, evaporation of accumulated rainfall will often be .sufficient. Critical levels at which discharge is considered should be established for each facility and the levels marked on the containment wall. This will prevent frequent and unnecesary discharge of small volumes. II a .� - - -....... ....I .. _. G 97- 72'7 DADD COUNTY D.2 O. 9� d 2 3 4 P*,t, . C The water to be discharged must always be checked for contamination. This can be done by looking for an oil sheen, observing any smell of fuel or oil, or through r the use of commercially available test kits. Never discharge any water that, is contaminated. Contaminated water must be treated on site using _ commercially available' treatment systems, or discharged to an off -site treatment system directly or by being - transported by tankor truck to a 1 treatment facility. Never discharge Figure 6 Fueling and general equipment wash to a sewer system without written station. Coumsy of Collier's Reserve. permission from the utility. For more Information on treatment options, contact the appropriate. DEP District office.. If -the water-is'riotcontaminated, it can be discharged to a stormwater system,. retention area, or grassed swale. Do not discharge it during a rain event,-sinc&the` added flow may cause it to run-off to a sensitive area. 7.0. General Eauipment Washin Washwater generated- from the cleaning of equipment other .than -pesticide. application - equipment does not have to be collected and applied to the course. This washwater must not, however, be discharged to surface water either directly or -through ditches;:.' storm drains or canals. Equipment washwater can contain soaps,fertilizer residues, solids, and lubricating oil residues. This washwater should not contain1 solvents. and degreasers. These materials should be used in a separate operation. See section 2-0 above for Information on solvents and degreasers. - BMPs for washwater from other than pesticide application equipment depend on the quantity generated. If Figure 7 Wash water rccycling system. courtesy of collier's Reserve. 12 97" 727 06. 20. 9'7 Oc : 34P*>t,DADD COUNTY •7. 0R. M. P 1 5 quantities loss than 500 gallons per day are generated, the DEP District office may allow the washwater to drain to a grassed retention area or swale, as long as no direct contact with a surface water body occurs. Discharge to a septic system is not legal. For larger quantities, the options are: ■ use of a washwater recycling system, or is discharge to a treatment system that has been permitted under-DEP -industrial wastewater rules, or 0 discharge to a domestic sewer system (with written permission from the utility). If you decide to use a wash water recycling system, care must be taken to operate it properly. Do not clean pesticide application equipment using these systems. The introduction of pesticide residues into these systems can result in contamination of the systems and high costs for disposal of contaminated filters and sludges. If you generate more than 100 gallons per day, you should contact the DEP District Office -that is responsible for your area. In many cases, the District -office will allow ,discharges- up to 500 gallons per day without a permit provided that the washwater is not going to a surface water body or other sensitive area. For all quantities generated, the amount of detergents used should be minimized. The amount of water used to clean equipment can be minimized by using spray nozzles that generate high pressure streams of water using low volumes.. OiVwatQr separators can be used, but must be managed properly to'.avoid" problems. First, do not wash equipment used to apply pesticides on -pads using.-oil/water separators, since the pesticide residues will contaminate the oil that is salvaged. Second, be aware that the oil collected in these systems, may be, classified as a hazardous waste, depending on its composition, making disposal expensive: Oil water separators are not necessary unless the water from the system is to be reclaimed for some particular end use, or large volumes of water. are generated and the industrial wastewater permit or receiving utility requires such a system. 8.0 Equlpmsnt Storaao Equipment used to apply pesticides and fertilizers should be stored in an area protected from rainfall. Rain can wash pesticide and fertilizer residues from the exterior of this equipment and these residues can contaminate soil or water.. - Pesticide application equipment can be stored in the Chemical Mixing Center, but fertilizer application equipment should be stored separately. ' 97- 727 P 1 6 9.0 Summal Material or Activity to be Managed Pesticide Mixing and Loading Solvents from equipt�ient washing Soaps, other non -solvent materials used to wash equipment, oils washed off of vehicles �;,. ;._ tall Q Fertilizer storage Pesticide storage Used .oil, antifreeze Gasoline, diesel fuel 14 F.. M. Best Management Practice Chemical Mixing Center and proper operation and maintenance. See summary in section 1.4. Separate solvent collection systems such as solvent wash baths. For less than 500 gallons per day - Washwater areas that allow water to seep into grassed retention areas or swaies not connected to surface -water. For more than 500 gallons per .day - . Industrial wastewater _treatment system, _ = water recycling systems (provided no....... :. pesticide residues enter system), or, with written permission, hook -ups -to - waste water treatment plants,. - Covered fertilizer storage areas.with curbs or berms to prevent water from entering. Secondary contaiment should be used even where not required. - Covered, locking concrete or steel == buildings with adequate ventilation and-= - metal shelving, no floor drains, and, _-a berm or sill to contain 'spills._ Collection and recycling. Compliance with DEP regulations for above -ground and below -ground- tanks,_ closing of stormwater drains in immediate vicinity of fueling point..-- e 02 3411T-1 »�D-4DE COUNTY Additional Sources, of information Agricultural Engineering Department, institute of Food and Agricultural Sciences, University of Florida, Gainesville, Florida, 32611. Phone: (904)-392-2468. c Audubon Society of New York State, Inc. 46 Rarick Road, Selkirk, NY 12158. Phone: (518)-767-9051 Ftorida Department of Environmental Protection, Agricultural Source and Water Well Management Section, MS-3515, 2600 glair Stone Rd., Tallahassee, Florida, 32399- 2400. Phone: (904)-468-3601. Golf Course Superintendents Association of America. 1421 Research Park Drive, Lawrence, KS 66049 Phone: (913)-841-2240. Midwest Plan Service, 122 Davidson Hall, Iowa State University, Ames Iowa 50011- 3080. Phone: (515)-294-4337.- Pesticide information Office, University of Florida Institute of Food' and Agricultural Sciences, Gainesville, Florida, 32611.. Phone (904)-392-4721 University of Florida Institute of Food and Agricultural Sciences, Palm Beach County Cooperative Extension Service. 2976 State Road 15, Belie Glade, Fl. 33430. Phone: (407)-996-1655. United States Department of Agriculture -Soil Conservation Service -P.O. Sox 141510, Gainesville, FL 32605. Phone: (904)-338-9555. - - - -- _ United States Golf Association, P.O. Box 708, Far Hills,,NJ 07981. Phone: (908)-234-2300 - Publications . Audubon Cooperative Sanctuary Program for Golf Courses.. Audubon;; Society of -New - York State, Inc. 46 Rarick Road, Selkirk, NY 12158. Phone: (518)-787-9051 Designing Facilities for Pes acid$ and Fert11jzq r Containment. MWPS-37. MidWest Plain Service. _.-. - Disosa( Options for Agricujtural Wastes. DSP-2. IFAS Palm Beach County Cooperative Extension Service. 15 l P 1 F3 O B. 2 O. 9 17 9 2 3 4 TES m D A D E C O U N C Oonference Proceedings from the National Symposium on Pesticide and Fertilizer Containment: Design and Man�kgemEnt. MWPS-Cl. MidWest Plan Service. Conference Proceedings from the National Symposium on Pesticide and Fertilizer Containment: Design and Management 2. MWPS-C2. MidWest Plan Service. Minimum Construction and Operation Standards for Chemical Mixing Centers used for Pesticide Mixing -grid Loading-1 Florida Department of Environmental Protection, Agricultural Source and Water Well Management Section FDEP District Offices Northwest (Pensacola) (904)-444-8300 Northeast (Jacksonville) (904)•-448-4300 Central (Orlando) (407)-325-2290 Southeast (W. Palm Beach) (407)-433-2650 Southwest (Tampa) (813)-744-6100 South (Ft. Myers) ($13)-332-6975 FDEP Agricultural Source .and Water Well Management Section (Tallahassee) (904)-488-3601 Acknowledgements The Florida Department of Environmental Protection extends Its gratitude to the following for their assistance and advice in producing this document.`"Th6 staff and management of Collier's Reserve and St. John's Island West golf courses, the Audubon Society of New York State, Inc., the United States Golf Association, the Golf Course Superintendents Association of America, and the Florida Department of Agriculture and Consumer Services. 16 cal— 720'7 a v r ), �. •! � a l a. 1 U i V a. i..] V V U U V •! V i V ! 1:1 1 .! [, :11. L' .\ IC.: Y [� L.'l. J W.1 V V .1 MAYOR METROPOLITAN DADE COUNTY October 10, 1997 The Honorable foe Carollo Mayor, City of Miami 3500 Pan American Drive Miami, Florida 33133 RE: Interim Central Detention Center 1145 NW 11th Street Dear Mayor Carollo: I regret that Metro -Dade County did not submit a. proposal during y our recently completed bid process to sell the above -referenced property. As yc I I. are aware, the County has had a long-standing interest in this property for correct:.;)nal uses, having leased a portion of the site since 1981 for the operation of its Interim. Central Detention Center. County staff have analyzed the impact of a relocation of ou l correctional functions from this site, and it is clear that the proposed sale of the roperty to it third party would overburden the County's already stressed correctional -: ystem. Furthermore, as the City has been previously advised, the booking :ij.te at the County's Pre -Trial Detention Center is at capacity; therefore, closure of our d.,::.:ention facilities at the NW 1.1th Street location would necessitate that City of Miami Police arrests, and those of other municipal police departments, be diverted for bookie to the North Dade Detention Center, 15801 State Road 9. In addition to the above, the Countv Atto.rney's Office has raised concerns regarding, the title to the property, as the chain of title appears to be clouded by sx 1, eral issues. Mavor Carollo, I sincerely apologize for the late notice of this letter, Taut I believe it to be in the community's best interest to somehow negotiate the purchas(: of this property by Metro -Dade County. I would appreciate our sitting down at your � i, .rliest convenience to commence such discussions. Sincerely, iz S, LS e� 41 y. reeccor, in, "',41th Alex Penelas W to r Fognian Mayor City Clerk STEPHEN F CLARK CENTER, 1 I 1 N, W FIRST STREET, SUITE 2910, MIAMI, FLORIDA 33128-1994 051 375-5071 FAX 1305) 375.3618 9 - 727