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HomeMy WebLinkAboutExhibitThis instrument was prepared by: Name: Colin Henderson Address: T Y Lin International, 201 Alhambra Circle, Ste. 900, Coral Gables, FL 33134 (Space reserved for Clerk) COVENANT RUNNING WITH THE LAND IN FAVOR OF MIAMI-DADE COUNTY, FLORIDA, REQUIRING INSTITUTIONAL CONTROLS [AND ENGINEERING CONTROLS] AT REAL PROPERTY LOCATED AT 342. 350 and 362 SW 4th Street, Miami. MIAMI-DADE COUNTY, FLORIDA. The Owner, City. of Miami, holds the fee simple title to the parcels of real property legally described as set forth in Exhibit A, attached hereto and incorporated herein by reference, and located at 342. 350, and 362 SW 4'1' Street, Miami, Miami -Dade County, Florida, and furthermore identified for ad valorem tax purposes by all or part of Folio Number[(s)] 01-0202- 080-1050. 01-0202-080-1060, and 01-0202-080-1070 (hereinafter referred to as the "Property"), hereby creates a covenant pursuant to Section 24-44 (2)(k)(ii) of Chapter 24, Code of Miami - Dade County, Florida, on behalf of the Owner, heirs, successors, grantees and assigns, running with the land to and in favor of Miami -Dade County, a political subdivision of the State of Florida (hereinafter referred to as the "County"), its successors, grantees and assigns, pursuant to Section. 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami -Dade County, Florida, with respect to the Property as follows: The Owner covenants and agrees to the following: A. The Owner of the Property has elected to implement institutional [and engineering controls] on the Property to obtain approval for a No Further Action with Conditions proposal pursuant to Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami -Dade County, Florida. The institutional [and engineering controls] that are applicable to the Property have been initialed as set forth below. These institutional [and engineering controls] afford a level of protection to human health, public safety and the environment that is equivalent to that provided by Section 24- 44 (2)(f)(i) and Section 24-44 (2)(000 of Chapter 24, Code of Miami -Dade County, Florida. The applicable institutional [and engineering controls] are set forth as follows: 1 X The Property shall not be used for residential purposes. 2. The Property shall not be used for a children's nursery, children's day care center, children's school, children's camp, or any other similar facility. 3. Groundwater from the Property shall not be used for drinking water purposes. 4 Groundwater from the Property shall only be withdrawn or monitoring of pollution. 5. X Contaminated soil, as delineated in the Site Assessment Report dated July 29. 2002 and approved by the Director of the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, shall not be removed from the Property without prior written approval. of the Miami -Dade County Department of Regulatory and Economic Resources Management. The Site Assessment report is summarized in Exhibit B, which is incorporated by reference. The Site Assessment Report dated July 29, 2002 shall be maintained on file with the 'Miami -Dade County Division of Environmental Resources Management. 6. X Other applicable engineering controls as set forth below: The Property shall remain a park. Any soils excavated within the areas of Engineering Controls must be properly disposed of in accordance with Miami - Dade County Chapter 24 and any other applicable local, state and federal requirements. Nothing- herein shall limit any other legal requirements regarding excavation/construction work in contaminated areas. 7. X Engineering control(s), detailed in the Engineering Control Plan dated December 4, 2015 and approved by the Director of the Miami -Dade County. Department of Regulatory and Economic Resources, Division of Environmental Resources Management. The Engineering Control Plan is attached in Exhibit C, which is incorporated by reference. B. Prior to the entry into a landlord -tenant relationship with respect to the Property, the Owner agrees to notify in writing all proposed tenants of the Property of the existence and contents of this Covenant. C. For the purpose of inspecting for compliance with the institutional [and engineering controls] contained herein, the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, shall have access to the Property at reasonable times and with reasonable notice to the Owner of the Property. In the event that the Owner does not or will not be able to comply with any of the institutional [and engineering controls] contained herein, the Owner shall notify in writing the Miami - Dade County Department of Regulatory and Economic Regulations, Division of Environmental Resources Management, its successors or its assigns, within three (3) 3 calendar days. D. This covenant may be enforced by the Director of the Miami -Dade County Department of Regulatory and .Economic Resources, Division of Environmental Resources Management, its successors or its assigns, by permanent, temporary, prohibitory, and mandatory injunctions as well as otherwise provided for by law or ordinance. E. The provisions of this instrument shall constitute a covenant running with the land, shall be recorded, at the Owner's expense, in the Public Records of Miami -Dade County and shall remain in full force and effect and be binding upon the undersigned, their heirs, legal representatives, estates, successors, grantees and assigns until a release of this Covenant is executed in the Public Records of Miami -Dade County, Florida. F. This Covenant is to run with the land and shall be binding on all parties and all persons claimingclairning under it for a period of thirty (30) days after the date this Covenant is recorded, after which time it shall be extended automatically for successive periods of ten (1.0) years each, unless the Covenant is modified or released by Miami -Dade County. G. Upon demonstration to the satisfaction of the Director of the Department of th e Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, that the institutional controls [and engineering controls] set forth in this Covenant are no longer necessary for the purposes herein intended because the criteria set forth in Section 24-44 (2)(k)(i) of Chapter 24 of the Code of Miami -Dade County, Florida have been met, the Director of 4 the Department of Regulatory and Economic .Resources, Division of Environmental Resources Management, its successors or its assigns, shall, upon written request of the Owner, release this Covenant. The Owner shall notify the Director of the Miami -Dade County Department of Regulatory and Economic Resources, Division, Division of Environmental Resources Management, its successors or its assigns, within thirty (30) days of any conveyance, sale, granting or transfer of the Property or portion thereof, to any heirs, successors, assigns or grantees, including, without limitation, the conveyance of any security interest in said Property. 1. The term Owner shall include the Owner and its heirs, successors and assigns. 5 IN WITNESS WHEREOF, the undersigned, being the Owner of the Property, agrees to the provisions of this Covenant, hereby create same as a Covenant Running with the Land in favor of .Miami -Dade County, Florida, and set their hands and seal unto this Covenant this day of INDIVIDUAL WITNESSES: OWNER: sign sign print print sign Address print STATE OF FLORIDA COUNTY OF MIAMI-DADE 6 The foregoing instrument was acknowlcdgecl before me this day of . by who is .personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: sign print State of Florida at Large (Seal) My Commission Expires: IN WITNESS WHEREOF, the undersigned, being the Owner of the Property, agrees to the- terms of this Covenant, hereby create same as a Covenant Running with the Land, and set their hands and seal unto this Covenant this day of CITY OF MIAMI WITNESSES: sign City of Miami print sign sign print print Title sign Address print (corporate seal) STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledgecl before me this day of by , as of , Inc., a Florida corporation, on hehalf of the corporation. 1-le or she is personally known to me or has produced as identification and who take an oath. NOTARY PUBLIC: sign print State of Florida at Large (Seal) iv.Iy Commission Expires: 7 Full Legal Description of Jose Mart' Park Parcels Parcel ]42SVV4 1h Street — Folio number O1OZO2OQO1O50:CITY OFK4|AM|SOUTH P88'41,THPT LOT 6LYGVVOFX-VVY8LK2OLOT SIZE 3750SQUARE FEET, OR107l1-I2OOU28U5. Parcel ]5OSVV41h Street — Folio number O1O2OZO8Ol06O:CITY OFK4|AM|SOUTH PBB'41,LOT 7 BLK28,LOT SIZE 5O.00OX15O,[}R1O711'1l8OO28O5. Parcel 362 5VV4 m Street— Folio numberOIO2O2OOO1O7O: CITY OF K4|AK4| SOUTH P8 B'41, LOT BLK3Q,LOT SIZE 5O.00OXI50,OR1O7l1'IIDOU28O5. C S.W. 4th AVENUE P.O.C. FOUND MONUMENT CITY OF MIAMI N 522914.5193 E 919140.3275 N 87 `56'25"E PLOT DAB-. n /25.0616 202.92' GRAPHIC SCALE SCALE : P.O.B. N 522872.9477 E 919344.8715.,, NO IMPROVEMENTS SHOWN ON THIS PART c 0 co 7, O N 522789.90226 E 979347.8582 MONUMENT LINE CITY OF MIAMI SW 4th STREET N87'56'25"E (BASIS OF BEARING NO IMPROVEMENTS SHOWN ON THIS PART 0.5' CURB ONE STORY CBS BUILDING CITY OF SOI/T --` P.3..9, PAGE 4' S87"29'44" FF „' 12.47' LOT 6, 9L0 r 7as TILE STEPS I 2' CONC. CURB F.N.D. /16 GUTTER LB 24 CONG RAMP TILE STEPS' LB 24 S N 522875.9968 E. 919424.3406 MONITORING ,---WELL ON CONC. 0.5' CURB N 522792.3835 E 919404.5825 NO IMPRO4EMEN TS SHOW ON THIS PART SUR 6 EYOR S REPORT: r. SUR 1'EYMAP OF13011NDARYSUlf}EY: Last day of geld work was performed on January 20th, 2016. 2. LEGAL DESCRIPTION: A Portion of fond lying and being in Section 1, Township 54 South, Range 41 East, Mtomi-Dade County, Florida, being more particularly described as follows:: Commence at the Found Monument which is located at the intersection of SW 4th Street and SW. 4th Avenue nowt -dim) to Atlas Sheet 36-K of the City of Miami; thence run N 875625' £, along said City of Miami Monument Line for a dtstonce of 202.92 feet to a point,; thence et right angles run 5 02'0305' E fora distance of 48.90 feet to a point, sold point also being a Buthllhg corner of the One Story Building / 342 and is the P;17NT OF BEGINNIN5 thence run N 87400" E for a distance of 79.53 feet to a point; thence run S 1377'43` W for a distance of 65.92 feet to a point. the lost of described line is the edge of pavement thence run 5 8729'44' W for a distance of 56.78 feet to a point, said point is the prolongation of the South Building Line,". thence ,run N 0271305" W fora distance of 83.10 feet to the POINT OF BEGINNING. Property Address: 342 SW d" Street, Miami, FL 33130. Folio No,: 01-0202-080-1050 3. ACCURAC/'. The minimum relative distance accuracy for this s type of Survey is 1 foot in 7,500 feet. The accuracy obtainedby measurement and calculation of closed geometric figures was found to exceed this requirement. Nett -identified features as depicted on the Survey Map were measured to on estimoted horizontal positional accuracy of 1/7.5 foot. Avino 5 Associates, Inc. and certifying Land Surveyor accept no responsibility for Rights -of -Way, Eosements, Restrictions of Record or other matters affecting title to lands surveyed other than those recited in current Deed and/or other instruments of record furnished by Client. 71s to Horizontal Control: Beorrngs shown hereon ore based on CITI assumed N87'56''25 E for the Monument tine of SW 4h STREET s considered o well monumented Gne. 4. SOURCES 0/'DATA .4050 Verncel Control: This property appears to be located in Flood :one A£ Feet, Elevation 900 eat, s per Federal Emergency Management Agency (F EMA) Community -Panel Number 120550, Mop No. 1206600314f, Revised Dote: 09-11-2009. The vertical control element of this survey was derived from the Notional Geodetic Verticol Datum of 1929. CITY OF MAW BENCHMARK USED ?IP1t"I ELEVATION s sw Am xreetx sw ernA ors El04n0h3NS AS SHOWN HEREON AVER To TNC l.VAana 08008C 4£R WA NOV t920). STATE PLANE COORDINATES A9 Fouo (N0Ni8 and Casting) a,3 bvu,® 14.0, m 081 SwreY 'Asp ass bass, v, Me ADM Amerkm, Datum (V) ISIS090S A6hstmmt, tkrtdo Last Oat, :;ma th9RRw0g 51stems PS) Ne n✓nnw,ts ,ne cart.. is fie rd3 tP atgake ,50 rar2Mah 1aue; awed on ills frlovi,g haXmtd .antra, siaVFnx' ESIa0Jish»9 Agmr} dfrmt-Oak Asks and :exn eeya+mmi Sml'Rtwrrfe flake/u t_Lbds Cwnfy SlanmASO e.:: TATO MAD SAAAJ tailf5g' N 25' AT' 05 (SCT23' ie,9o0 ifBY1ee£ab 1t89' Ass111,,9. S3hd.U_5t (IS reef) East»A 9'-0S500 PS Fed) 5latta, GWn,e <rpT.: steals, mad Mod ed On Day . !'aR isf hot Urine+ "Fun sus, end Mu. e' m sTkn.ei Diat runs yeAsis to ins see sat SluaRtt rank b a brass TIIAS VICINITY MAP NOT 10 SYALI n00F{EVI2TI0NS R Center Line CONC. Concrete C.B.S. Concrete Block Structure C.S. Concrete Slab D- Diameter Dim. Dimension Buy Driveway EB Electric Box ELEV. Elevation F.F.E. Flnloh Floor Elevation PIP Found Iron Pipe FM Force Main H- High ID. Iderti0cottan L.A. Limited noses.. FAN Manhole B.R.B. Official Record Book P.O.C. Point of Commence P.O.B. Paint of Beginning F.B. Plot Book Property Line (R) Recorded R/W Right -of -Way LEGEND Brick 0 Concrete Right of Way Lines ❑ Iron Fanco O Electric Wiring Don 9 Light Polo tg Meter Water tam Spot Elevation ® Rounded Cokumns In Concrete Bose O Property Comer SURVEYOR'S CERt1J7t;.91F.: )his Is to certify to the herein named firm and/or persons that the Specific Purpose Survey' of the herein described property Is true and correct to the best of our knowledge and belief a surveyed under r direction. I further certify that this survey the Standards of Practice Requirements as t forth n Chanter 5J-17, Florida AdministrativeCode, a adopted by the Florida Hoard of Professional Sun Zvrs and Mappers pursuant to 472027 Florida Statute. NORCE. Not valid without the signature and original raised seal of a nissda Licensed Sttr✓e)Y,r and Moppet, Additions or deletions to Survey Maps by other than the signing party are prohibited without the written consent of the signing party MC reeve... Ma41i Pries d.. u+nn „ JOSE MARTI PARK SPECIFIC PURPOSE SURVEY 342 SW 4th STREET MIAMI, FLORIDA 33130 TYLIN 201 CORAL vine 150 5.W 571H AVENUE, NAPE 207 3 WEST A,IAht FLORIOA 83144 Tat c305t2' .o 0 FA%, (305, 2655033 FT3 e 5098 L9 5098 E-MAIL Jeav1N0aavin,onnCassoanrea,.oft fI sti[Ei ,.rr. t , ar I, INTERNATIONAL ALHAMBRA CIRCLE SUITE 900 GABLES, FLOR DA 33134 A ,, pp rpIf m�r WIVE eFr,n.na,,,6.;arnas 1 Lie a' 1 ._ ..... MIN -RNAT NA Exhibit B History of Contamination City of Miami Jose Marti Park (HWR-545/File-19806) 342-362 SW 41h Street, 'Miami, Florida This exhibit details the past uses and documented contamination history of the Jose Marti Park site located in Miami, Florida to address the management of areas of arsenic and hydrocarbon contaminated soils at the site. (See Table 1 for a summary of documented contamination at the site). The site is located immediately west of1-95 and south of SW 4° Street (see Figure 1), and consists of three parcels comprising approximately 0.43 acres (see Figure 2). Historical records indicate the site was residential from 1915 to approximately 1970. From 1975 to 1992 the site was used for recreational purposes. The land was vacant from 1.992 until 2003 when the current Community. Center and parking lots were constructed. Past use of adjacent properties .indicates that boat building/repair facilities existed along the Miami River to the northeast, and within 60 feet of the site, from 1926 to 1978. These facilities may have conducted hull repair and painting activities, from which heavy metal discharges could have occurred and affected the site. On July 29, 2002, a soil sampling event indicating that arsenic soil contamination above the Miami -Dade County Chapter 24 Residential Direct Exposure Soil Cleanup Target Level (SCTL) was present throughout Parcel 342 (see attached Figure 2 for sample locations). A source removal was conducted on November 26, 2002, when approximately 275 cubic yards of contaminated soils were excavated to a depth of approximately two feet and properly disposed (see delineated Excavated Area on attached Figure 2). Confirmatory soil samples collected from the walls and bottom of the excavation on November 27, 2002 (see SS Confirmatory sample locations on attached Figure 2) revealed arsenic levels still above the SCTL in all samples. The excavation was 'backfilled with clean fill. On November 15, 2002, a sail boring event indicated the presence of Petroleum Hydrocarbons above the SCTL on Parcel 362 (see Figure 3 for soil boring locations). A source removal was conducted on November 27, 2002 when approximately 16 cubic yards of soils were excavated within a six-foot radius of the soil boring (SB-4) and properly disposed. Confirmatory sampling was conducted on the walls of the excavation. The results of the confirmatory sampling event were all Below Detectable Limits (BDL). The excavation was backfilled with clean fill material. 201 Alhambra Circic; Suite 900 Coral (.33bles, FL 3.3134 • Id 305)567-1888 # Fax. (300 567-1771 www.tylin-hjoss.com ERN, TON Sampling Event Date 7/29/02 11/1.5/02 11/27/02 4/27/10 / Table 1. ARY OF SOIL ANALYTICAL RESULTS (m /k ) Soil BoringArsenic Number (hSCTL — 2.1) FluorantPI hene (RSCTL — 3,200) nanth rene (RSCTL -- 2,200) Pyrene (RSCTL- 2,400) Ft -PRO (RSCTL - 460) SB:I A,B (composited) 3.1 - - - - SB2A,B,C,D (composited) BDL - - - SB3 (0'-2') BDL BDL 0.0 3 0.0 6 BDL SB4 (0'-2') BDL 0.028 BDL 0.0 6 520 SB4 (2'-3') BDL BDL BDL BDL 80 SB5 (0'-2') BDL BDL BDL BDL 78 SS 20 - - - - SS2 27 - - - - SS3 BDL - - - - SS4 BDL - - - - SS 8 - - - - SS6 15 - - - - SS7 21- - - - SS8 16 - - - - SB1A (0-6") BDL - - - - SB I B (6"-24") BDL - - - _ SB2A (0-6") 1.3 - - - - SB2B (6"-24") BDL - - - - SB3A (0-6") 6.3 - - - - SB3B (6"-24") BDL - - - - SB4A (0-6") 2,1 - - - - SB4B (6"-24") BDI., - - - - SB5A (0-6") 1.7 - - - - SB5B (6"-24") 0.98 - - - - SB6A (0-6") 4.1 - - - - SB6B (6"-24") 4.9 - - - - SB7A (0-6") 1.3 - - - - SB7B (6"-24") 4.7 - - - - SB8A (0-6") 1.5 - - - - SB8B (6"-24") BDL - - - - BDL — Bel rx Detectable Limit Rscn, Miami -Dade Chapter 24-11 Residential Soil Cleanup Target 'Level (mg/kg) Bold = Exceeds Residential Soil Target Cleanup Level (RSCTL) A community center building and asphalt parking lot were constructed on the site in 2003 encapsulating the majority of the site within their footprints (see Figure 2 for building footprint). In order to investigate possible groundwater contamination, two groundwater monitoring wells were installed along the eastern portion of the site and sampled in March 2005 (see Figure 2 for TY Li iv, INTERN AI I 0 NA) / R.J, ROSS monitoring well locations). Groundwater samples collected indicated arsenic levels in the groundwater were below laboratory detection limits (I3DL), On April 27, 2010 a soil sampling event was conducted within the uncovered and landscaped areas of the site around the perimeter of the building. Results indicated isolated areas of arsenic contamination above the SCTL near the west, south, and southeast perimeters of the site at boring locations SB-3A, SB-6A, SB-6B, and SB-7B (see Figure 2, for soil boring locations). It was determined by the Miami -Dade County, Division of Environmental Resources Management (DERM), in a November 19, 2014 letter to the City of Miami that the contaminant concentrations in the areas of SB-3A, SB-6A, SB-6B, and SB-7B are consistent with sub - regional background levels for arsenic in soils. „ , , • . 77, t7.7.,•'0;:'77t.7,7777 ...„ "" • .• „-;. • • :; • , „ • .7 ,747;ato.., , , . • ,:••77N70,17. • , „.,•••• • . • 00R1770,71. ' ' • • , • , , ^ , 0, ..., . ,. , , •• ' - " " . ...." .. , ,......, . , ..' 7 07 ...., „, . •—,. . , • •-•'••• •• , "..,7•; ,,7-,•".'; '7",'":" • . • • ,7,,,, , • „... • -. . • „... 7 -,.. ,„.„' ..ii3 ;'.' T •,• ., • • ..,,,,, ••:,_:,,.,.., ,. ...,„,„. , ,,,,,, , • - ,„ , - . , •,,,,. , „ .,„..,„ .. • :::,,- : , „, • „ - •,,',,,„,,,,;•.,:‘,,,.:!.;.,:•.• s',, ,', , ••• '..','..;., • - • ,,4,...,,i.,.• , , .•!„, ,*; J• f -•• • -..„;„ '7 K:7.7 •... --• . , 77, „ •77.•7". ' . .• FIGURE 1: SITE LOCATION MAP JOSE MARTI PARK 342 SW 4 STREET MIAMI, FLORIDA 7007,7 .. 7 0 • ; • i't,,:ti.ti•;"il; ' • • Y.•'.7..e.i7t'7. - ' ,7";7717. -•,7 „ ; • r.,;7.7.„ , , . , ...t •'••1 •,:iti • ''.: '.'"4:'• - • ';,',', rf,0;771;`,'7,21'1 "7 .. . .7 -.•F?,, 7,7g',724.7.k:',7 '' ' „ 7-- • -- ' ' i.'.', 1:••',V,7••:`,•,";,,,,,, !-,•••••.:4,..,,, „,,... ,,. '..7.7"'"'-'4 . .7” ' . , : . •• • . • , ," 7 ,4 - ' '.' • .7 .7-77- ; 77-' 77,777711 f..,11th77',i.. •••-•777 7 77; " ' 7,• t A.OKIH:Ar.1 • :,'„;;','";".•;„„:- "&:,7.A•qd: 1 inch = 2,000 feet 11.a•k. et1 SoUrces: Esri, HERE, DeLorme, intermap, increment P Corp,, GE8CO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, Ivlepmylndia, ©OpenStrestMap contributors, and the GIS User Community egend Site Location (Jose Marti Park) e: November 12, 2015 15E,It!oriM , 4,27.10 Parcel 362'- Folio 4 2020801070 Xr It XI Xi 5B-lA (0u-6") 5B-1 B (9 -24") 10-F AL1 (c;O CRl"iTF CONCRETE Sri 2A,Mr, 2C,2.) BUl 1Cmgorritcd{ CONCRETE 4 0 SB-2A (0",-,") 59-2 B (6"-2 4") 1'30 MULCHED AREA 4.27.1 5B-SA (0!°-6") 58-86 (6"-24")Y 1.2.7.02 11..27 55-4 BDL -2 (BD u 55 8 I BDL 7.2902 r .. SB1A, 1B (Compo,ited) 3.1 g t(Itl! ion I/ Com .in h 2 fe FIGURE 2: SAMPLING LOCATION MAP -ARSENIC CONTAMINATION (mg/kg JOSE MARTI PARK 342 SW 4 STREET MIAMI, FLORIDA td Nfonitgrin,g 4"rll 5 itt}((11 Drain E~otoot of 2' E.xcsev4t2cn SEA Boring (mgikg) 7.29.02 Soil Sample (mt 4) 1'1,27.02 -' 55i1 Floria? )o- rkg) ;and 5r,ac4cri °4u 4.27.1 f) .. Area Mulch Avg. 3- ',luloh rnp(e auto SaMPIC !+,card0,1 ton.Prt1el $ kf Odkutes voomgratiort ofh7ve ,err, IH IODL' Erelo"v Dergction Limit ate: November 12, 2015 xt I It Parcel 362 Folio 0102020801070 S#DEWAU< (76 NCRETE)._..w: CONCRETE MULCHED AREA Parcel 342 Folio 1i}2020801050 FIGURE 3: SAMPLING LOCATION MAP - HYDROCARBON CONTAMINATION (PLPRO, mg/kg) Legend JOSE MARTI PARK ® FLFR©Sites 342 SW 4 STREET � Monitoring Well MIAMI, FLORIDA ` ` (7.29.02) Landscaped Area Storm Drain 1"-21 Mulch Avg, 3" Mulch srin.,t� tk,C4tinm tC-Pporv{ 8okf xt ,y c',-, t y atxYt tf ,2 e. j'r' ' ,ors e Dtioi.xae drnrenua Gunge,'rw<7a' BOL Be@ov✓ Detection L.imit 2feet Date: November 12, 2015 Engineering Controls Inspection and Maintenance Jose Marti Park 342-362 SW 4th Street Miami, FL 33130 Prepared For: Miami -Dade County Department of Regulation and Economic Resources Division of Environmental Resources Management Pollution Control Section 701 NW 1st Court, 4th Floor Miami, Florida 33136 Prepared by: TYLINNTERNATIONAL. T.Y. Lin International 201 Alhambra Circle, Suite 900 Coral Gables, FL 33134 February 2016 Jose Marti Park: Engineering Controls Inspection and Maintenance Table of Contents l BACKGROUND l 2 ENGINEERING CONTROLS 2 3 REPORTING 3 List of Figures Figure I:Site Location Map Figure Z:Historical Sampling Locations Map Appendices Appendix A:Inspection and Maintenance Forms i Jose Marti Park: Engineering Controk Inspection and Maintenance BACKGROUND Jose Marti Park is located west of 1'95 and south of SW 4th Street in the City of Miami, Miami -Dade County, Florida, This portion of the park consists of three parcels of land comprising approximate|yO.43 acres (See Figure 1 —Site Location Map). Historical records indicate the site was residential from 1915 to approximately l97Owhen it began to be used for recreational purposes. The land was vacant from 1992 until 2003 when the current Community Center and parking lots were constructed. On July 29, 2002, a soil sampling event indicating that arsenic soil contamination above the Miami -Dade County Chapter 24 Residential Direct Exposure Soil Cleanup Target Level /S[TL\ was present throughout Parcel 342 (see attached Figure 2 for sample locations). Asource removal was conducted on November 26, 2002, when approximately 275 cubic yards of contaminated soils were excavated to a depth of approximately two feet and properly disposed of (see delineated Excavated Area on attached Figure ZL Confirmatory soil samples collected from the walls and bottom of the excavation on November 27, ZOOZ bee SS Confirmatory sample locations on attached Figure Z) revealed arsenic levels still above the S[7L inall samples. The excavation was backfiUedwith clean fill. On November 15, 2002, a soil boring event indicated the presence of Petroleum Hydrocarbons above the S[TLun Parcel 362 (sec Figure 2for soil boring locations). Asource removal was conducted on November 27, 2002 when approximately 16 cubic yards ofsoils were excavated within a six-foot radius of the soil boring (SB-4) and properly disposed. Confirmatory sampling was conducted on the walls of the excavation. The results of the confirmatory sampling event revealed results that were all Below Detectable Limits /QDL\.The excavation was backfiUadvvith clean fill material. The existing community center building and asphalt parking lot that were constructed on the site in 2003 encapsulated the majority of the site within their footprints (see Figure 2 for building footprint). In order to investigate possible groundwater contamination, two groundwater monitoring wells were installed along the eastern portion of the site and sampled in March, 2005 (see Figure 2 for monitoring well locations). Analysis of the groundwater samples collected indicated arsenic levels were below laboratory detection limits /8DA. On April 27, 2020 a soil sampling event was conducted within the landscaped areas of the site around the perimeter of the building. Analytical results indicated isolated areas of arsenic contamination above the SCTL near the west, south, and southeast perimeters of the site at boring locations SB-3A, SB-6A, SB- 613,andSB-78beeFigure2forsoi|bohng|ocationd. It was determined by the Miami -Dade County, Division of Environmental Resources Management /DERM\, in a November 19, 2014 letter tothe City of Miami that the contaminant concentrations in the areas ofSB'3A, SB'6A, S8'613, and 3B'713 are consistent with sub -regional background levels for arsenic in soils. Therefore, Engineering Controls in these areas are not required and the engineering controls should address the historic soil contamination documented in 2003. Jose Marti Park Engineering Controls Inspection and Maintenance 1Y1-11411,1.TEMA2IONAL. Historical Soil and Groundwater analytical results are summarized in the table below: Sampling Soil Bonin Event r Numbe Date Arsenic (RSCTL — 2.1) Fluorant hene (RS(T1, — 3,200) Phenanthr ene (RSCTL — 2,200) Pyrene (RSCTI.— 2,400) FI-PRO (RSCTL - 460) SB1A,B (composited) 3.1 - - - - 7/29/02 SB2A,B,C,D (composited) BDL - - - - SB3 (0'-2') BDL BDL 0,0 ' 0.026 BDL SB4 (0'-2') BDL 0.028 BDL 0.016 520 11/15/02 SB4 (2'-3') BDL BDL BDL BDL 80 SB5 (0'-2') BDI., BDI, BDL _ BDL - 78 . SSI 2 - SS2 2 - - - - SS3 BDL - - - - SS4 BDL - - - - 11/27/02 SS_ 18 - - - - SSG 15 - - - - SS7 21 - - - - SS8 16 - - - - SB A (0-6") BDL - - - - SB1B (6"-24") BDL - - - - SB2A (0-6") 1.3 - - - - SB2B (6"-24") BDL - - - - SB3A (0-6") 6.3 - - - - SB3B (6"-24") BDL - - - - SB4A (0-6") 2.1 - - - - 4/27/10 SB4B (6"-24") BDL - - - - SB5A (0-6") 1.7 - - - - SB5B (6"-24") 0.98 - - - - SB6A (0-6") 4.1 - - - - SB6B (6"-24") 4.9 - - - - SB7A (0-6") 1,3 - - - - SB7B (6"-24") 4.7 - - - - SB8A (0-6") 1.5 - - - - 2 ENGINEERING CONTROLS The building/sidewall footprints, paved areas, mulch, and clean soil within the landscaped areas (see Figure 2) should serve as a permanent barrier to prevent exposure to underlying contaminated soils. Jose Marti Park: Engineering Controls Inspection and Maintenance » - Z74 ~ � Clean Soil And Mulch Within Landscaped Area Along Eastern Perimeter of Property 3 REPORTING The engineering control (EC) shall be considered maintained as long as the building structure and sidewalk remain, and while the top two feet of clean soil in the landscaped areas within the control area remains undisturbed. CONTACTS m T.Y. Lin International Coral Gables Office * T.Y. Lin International Project Manager Colin Henderson w City nfMiami Representative Harry James • City ofMiami Parks and Recreation Kevin Kinmin • Miami -Dade County DERM Wilbur Mayorga (305)567-1888 /305\7I4-4037 (305)416'1026 /305\4I6'1320 (305)37I'6700 FIGURES 1 inch = 2,000 feet Sources:Ecri, HERE,.OeLorme, interp, irrcrernent P Corp,., GEECQ, USGS, FAO, ..JPS, NRCAN, GeoSase, [GPI, Kedasier NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), sw.wisstope, i+,'Capmylndia, r© OpenStreetMap ihutors, and the GIS IJser Community FIGURE 1: SITE LOCATION MAP Date: November 12, 2015 JOSE MARTI PARK 342 SW 4 STREET MIAMI, FLORIDA Legend i. Site Location (Jose Marti Park) 53-5A (77°-V). SB-5 B {6"-24") 0.98 Pa rce1352 Folio 1 �120 2080.1070 Xt XI XI 1:i—>E^—I-- 4 STREET 53-1A (0"-6") SB-13 (6"-241 9DL ID° m.1 pai CRETp CONCRETE ENGINEERING CONTROL MULCHED AREA ;pier Parcel342 Folio 0102020801050 FIGURE 2 SAMPLING LOCATION MAP - ARSENIC CONTAMINATION g/kg 7,29.02 1 SB'1A, 13 (Composited) -1 4 , 2 7.10 5B-3A (0"-6 ) 5544,3(6`"-24'") I F1PL Dale: November 12, 2015 JOSE MARTI PARK 342 SW 4 STREET MIAMI, FLORIDA d 1,1oriRorin9 W4 (3.9.05) Soul dnrafrg (m9/kg,1 7.29.02 Soil Sample (mg/kg) 11.27,02 Sul During I,migikg) 4.27.10 14_2" sa splc Mulch .nerrrcn g[g�.4rxPq vlulch . Landscaped Area 17elrnx 0 t; .2 on Limit SB-4 (0'-2') SB-4 (2'-3') Parcel 3F2- R Folio I r 4'l02020101070 71;tx. i r Xi TREET SIDEWALK(CONCRETE)__.._......: CONCRETE ENGINEERING. CONTROL MULCHED AREA Complex FIGURE 3: SAMPLING LOCATION MAP - HYDROCARBON CONTAMINATION (FLPRO, mg/kg) JOSE MARTI PARK 342 SW 4 STREET MIAMI, FLORIDA Legend FLPROSites Monitoring Well (7.29.02) Landscaped Area a Storm Drain 1%2' Mulch vct. 3" Mulch Savrple WCa Ion ( t5optia.l tiE-t IG",P+1 lfore� v�Af�xrt v,wup�rtarrlisry nbrne d,re^tr e Date: November 12, 2015 APPENDIX A: INSPECTION AND MAINTENANCE FORMS Jose Marti Park ' Engineering Controls Inspection & Maintenance Form 1 Name: Date: _ Engineering Controls Area Control Mechanism Eastside Landscaped Areas —3to 6 Inches Mulch Mulch Adequately Maintained? Paved Areas/Building Footprint Remain intact? Note: Inspection Form 2 must be filled -out and attached if the inspector answered "No" in any of the boxes above. Jose Marti Park Engineering Controls Inspection QMaintenance Form 2 Date: Describe Impact Identified Describe Remedy vDate Remedy