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HomeMy WebLinkAboutExhibitThis instrument was prepared by: Name: Colin Henderson Address: T.Y. Lin International, Inc. 201 Alhambra Circle, Suite 900 Coral Gables, FL 33134 (Space reserved for Clerk) COVENANT RUNNING WITH THE LAND IN FAVOR OF MIAMI-DADE COUNTY, FLORIDA, REQUIRING INSTITUTIONAL AND ENGINEERING CONTROLS AT REAL PROPERTY LOCATED AT 3400 GRAND AVENUE, MIAMI, MIAMI-DARE COUNTY, FLORIDA. The Owner, City of Miami, holds the fee simple title to the parcel of real property legally described as set forth in Exhibit A, attached hereto and incorporated herein by reference, and located at 3400 Grand Avenue, Miami, Miami -Dade County, Florida, and furthermore identified for ad valorem tax purposes by all of Folio Number 01-4121-007-4620 (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 1 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)(f)(ii) 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. X 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 Groundwater from the Property shall only be withdrawn for monitoring of pollution. 5. X Contaminated soil, as delineated in the Site Assessment Report dated July 3, 2014 and December 3, 2014 and approved by the Director of the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, shall not be removed from the Property without prior written approval of the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management its successors or its assigns. The Site Assessment report is summarized in Exhibit B, which is incorporated by reference and the Site Assessment Report shall remain on file with the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, or its successors or assigns. 2 6. X Other applicable institutional controls as set forth below: The property shall remain a park. Any excavation or work that disturbs the surface cover shall require review and approval from Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management and any soils excavated shall be properly disposed or characterized through analytical sampling for Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management review of proposed re -use alternatives. Nothing herein shall limit any other legal requirement regarding construction methods and precautions that must be taken to minimize risk of exposure while conducting work in contaminated areas. 7. X Engineering controls, detailed in the Engineering Control Plan dated August 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 summarized in Exhibit C, which is incorporated by reference and the Engineering Control Plan shall remain on file with the Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, or its successors or assigns. 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 3 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 Resources, Division of Environmental Resources Management, its successors or its assigns, within three (3) calendar days. D. This Covenant may be enforces 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 and recorded 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 claiming under it for a period of thirty (30) years after the date this Covenant is recorded, after which time it shall be extended automatically for successive periods of ten (10) 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 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 4 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 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. H. The Owner shall notify the Director of the Miami -Dade County Department of Regulatory and Economic Resources, 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. I. The term Owner shall include the Owner and its heirs, successors and assigns. (FOR SIGNATURES SEE NEXT PAGE) 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 MTJNICIPALITY 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 acknowledged before me this day of by , as of , Inc., a Florida corporation, on behalf of the corporation. He 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) My Commission Expires: 6 Exhibit A Legal Description LEGAL DESCRIPTION OF PROPERTY Lot 22 and the West % of Lot 21. Block 28 of "FROW HOMESTEAD" according to the plot thereof as recorded in Plat Book B, Page 106, of the Public Records of Miami -Dade County, Florida. 1 GRAPHIC SCALE ▪ ConamtallphlIPY • 1,4 Bea ba tmna em▪ as • aree to non --- aw daaa,� • non.. a.aan] anon era. A?BNPVIATL N'S IW n et �▪ e q n-r-ar w itet ems NB7275Bi . -137.1.03 Apes pa Ra • AS-MIThT SUR= BILLY ROI LE DOMINO PARK CITY OF MIAMI. FLORIDA yvb-------- (BASS OF BF.ARIN GRAND \AVENUE nsFnaLR .nKxrdrT Rn} NBB375Bi' 75.00' (NEC.) TS.0 lfler= LOTIB - BLOCK 28 DEHEDOUVILLE'B SUSAV. {PB. B-PE. ISO} ' I R grEn I ! 9 Trap Narnq ,(F▪ dF..t} -1 le 10 Pam If 113 u Inan 10 11 12 13 11 13 SO 10 Id Id 30 IA ZO 91 22 Inv 31 SO 23 11.L11.111.SCIL11.110w' and U!. 0. to Led 911.•wn3C h0Pln "KW HI Rip'• N 9i. ao .:% W xfemh0e6 f1,r„ r-t ep. toq til'IIV1.2l Il1'ti AWES l3< ear of Sold nad! woo Frtrm.d an May 13. m!w •one Amealelealm ad a.11p.. 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PL-IYJ Po no. don.: downy. pawnsn. boo analO▪ RAN Fla M.. w1 al to ellrke Jo..�5um .ono as ord.. el...eananma dY or aln: anx den.r� p oboe ne. Plathes Irson tveaw,t N bb. Reno, Fans nxn .a. aAr.. no I. 1350 sw.57TH a1ENL2 SUITE 207 •" VM L.'SHEET BOUNDARY and TOPOGRAPHIC SURVEY T.Y.LIN INTERNATIONAL / H. J. ROSS 201 ALHAMBRA CIRCLE, SUITE 9OO AYI• Y .esr npAMl, v aloA 331aA " "".' dmyw BILLY fiOLL E DOMINO PARK CORAL GABLES, FLORIDA 33134 A may, 1305IZESCR03 FAX' 130513S5033 r CRT OF MLAMI. FLORIDA 305-567-1BBB �/� `- TP .,.�...,.� y. 1 a t E-/.3,,RB VNEPAVINO: .550CIATESCOM .,... , „.....,, .. p. _,•„ Exhibit B Soil & Groundwater Analytical Data Summary Soil and Groundwater Site Assessment Summary Introduction Initial investigation conducted on December 3, 2013 detected the presence of solid waste (i.e., broken glass) within the park boundaries that may have been associated with deposits of incinerator ash discovered at other City parks. Soil samples were collected from two locations within the park that showed evidence of solid waste (glass) from the 0 - 0.5 foot (ft) interval. The sample results revealed concentrations of arsenic and barium in excess of the residential soil cleanup target levels (SCTLs). On May 14, 2014, five (5) soil borings (SB-1, SB-2, SB-3B, SB-4 and SB-5) were advanced down to the natural limestone (approximately 4.0 ft below land surface [BLS]) to visually characterize and delineate the horizontal and vertical extent of potential buried waste in the park. The drilling activities were conducted by NV5 Inc., a Florida -licensed environmental drilling company, using a tripod split spoon sampler. Due to limited exposed soil area, soil borings were located in available planter areas. Figure 1 shows the soil boring locations. Visual observations from SB-2, SB-4 and SB-5 showed incidental (<1%) evidence of solid waste and inert fill, such as broken glass and brick/tile fragments, down to approximately 2.0 feet BLS. Ten (10) soil samples (two (2) from each boring) were collected for laboratory analysis for the Resource Conservation and Recovery Act (RCRA) Metals (Arsenic, Barium, Cadmium, Chromium, Lead, Mercury, Selenium and Silver), Antimony, Aluminum, Copper and Iron to evaluate impacts to the soil in the 0 — 0.5 ft and 0.5 — 2.0 ft intervals. Based on the soil analytical results, a temporary groundwater monitoring well (MW-1) was installed on November 12, 2014. MW-1 was installed between SB-2 and SB-5, soil borings which exhibited the highest contaminant concentrations during the previous sampling event. The well was constructed of one -inch diameter schedule 40 PVC pipe, with 10 ft of 0.010-inch slotted - screen to intercept the water table (approximately 11 feet BLS). The annular space of the well was filled with 6/20 grade silica sand and capped. The total depth of MW-1 is 19.5 feet, screened from 9.5 feet to 19.5 feet. After completion of the temporary monitoring well it was developed and allowed to stabilize for a minimum period of 24 hours prior to sampling. A groundwater sample was collected on November 14, 2014 and submitted for Arsenic, Barium, and Lead analysis. Analytical Results Ten (10) soil samples were submitted for laboratory analysis composited from the 0 - 0.5 ft and 0.5 — 2.0 ft interval at each sample location. The soil analytical results, summarized in Table 1, revealed levels of arsenic above the Miami -Dade County Chapter 24 SCTL residential criteria of 2.1 mg/kg in all samples analyzed. The concentrations varied from 2.5 mg/kg in SB-2 (0-6") to 25.9 mg/kg in SB-5 (0-6"). In addition, barium above the Miami -Dade County Chapter 24 residential SCTL of 120 mg/kg was found in SB-2 (6"-24"). No other metal was reported above the residential SCTL. The distribution of these contaminants is shown in Figures 2 and 3. TABLE 1 Soil Analytical Results May 14, 2014 Parameter (mgfkg) SB 1 (0-6") SB 1 (6"-24") SB 2 (0-6") SB 2 (6"-24") SB 3B (0-6") SB 3B (6"-24") ' S8 4 (0-6") SB 4 (6"-24") SB 5 (0-6") 58 5 (6"-24") Regulatory Criterialentl- �p51(al Aluminum 2040 2320 1290 2190 1890 2260 1460 1580 2150 1800 80000 Antimony 2.83 1.35 0.818 1.48 0.622 0.509 0.618 0.618 0.858 0.429 27 Arsenic 2.88 4.71 2.5 15.4 4.77 4.22 4.27 5.92 25.9 12.7 2.1 Barium 21.0 80.7 54.8 276 59.6 89.1 41.6 88.5 81.0 55.8 120 Cadmium 0.367 0.651 0.577 1.67 0.726 0.713 0.669 0.926 0.590 0.429 82 Chromium 8.8 11.4 10.4 20.2 12.6 11.0 12.9 12.9 19.7 13.0 210 Copper 14.3 27.3 34.0 126 29.6 27.3 30.1 38.0 46.4 23.5 150 Iron 2950 5040 2410 25600 3570 4200 4580 3730 5310 3580 53000 Lead 52.2 113 49.5 357 91.8 125 62.3 116 90.6 73.0 400 Mercury 0.149 0.341 0.156 0.463 0.387 0.437 0.218 0.511 0.131 0.153 3 Selenium 0.733 ND 0.481 ND 0.726 ND 0.566 ND 0.858 0.858 440 Silver 0.199 0.185 1.64 0.800 1.29 0.377 1.23 0.823 0.520 0.359 410 Notes: mg/kg- milligrams per kilogram Bold - Exceeds Residential SCTL ND - Not Detected at the Laboratory Method Detection Limit The groundwater analytical results for the three metals were reported as below method detection limits. See Table 2 for a summary of the analytical results. TABLE 2 Groundwater Analytical Results November 14, 2014 Parameter (mglL) MW 1 Groundwater Cleanup Target Level Arsenic 0.0050u 0.010 Barium 0.0082u 2.00 Lead 0.0011u 0.0015 - Indicates the compound was analyzed for but not detected Billy Rolle Domino Park Site Assessment Report Legend Temporary Well Soil Boring Location FIGURE 1 SITE PLAN GRAND AVENUE Parameter (mg/kg) SB 1 (0„-6„) Alunrnum 2040 Antimony 2.83 Arsenic 2.88 Barium 21.0 Cadmium 0.367 Chromium 8.8 Copper 14.3 Von 2956 Lead 52,2 Mercury 0.149 Selenium 0.733 Silver 0.199 Parameter S8 5 (mg/kg) (0"-6") Aluminum 2150 Antimony 0.858 Arsenic 25.9 Barium 81,0 Cadmium 0.590 Chromium 19.7 Copper 46.4 Iron 5310 Lead 90.6 Mercury 0.131 Selenium 0,858 Silver 0,520 - Parameter (mg/kg) SB 3B (0"-6") Afurrinum 1890 Antimony 0.622 Arsenic 4.77 Barium 59.6 Cadmium 0,726 Chromium 12.6 Copper 29.6 Iron 3570 Lead 91.8 Mercury 0,387 Selenium 0.726 Silver 1.29 1 in = 20 ft Parameter (mgikg) SB 2 (0„-6.) Aluminum 1290 Antimony 0.818 Arsenic 2.5 Barium 54.8 Cadmium 0.577 Chromium 10.4 Copper 34.0 Iron 2410 Lead 49.5 Mercury 0.156 Selenium 0.481 Silver 1.64 I cc H co Parameter SB4 (mgikg) (p„-6„) Aluminum 1460 Antimony 0.618 Arsenic_ 4.27 Barium 41.6 Cadmium 0.669 Chromium 12.9 Copper 30.1 Iron 4580 Lead 62,3 Mercury 0.218 Selenium 0.566 Silver 1.23 Billy Rolle Domino Park Site Assessment Report Legend Soil Boring Location Parameter (mg/kg) Aluminum Regulatory Criteria - Residential 80000 Antimony 27 Arsenic 2.1 Barium 120 Cadmium 82 Chromium 210 Copper 150 Iron _ 53000 Lead 400 Mercury 3 Selenium 440 Silver 410 FIGURE 2 SOIL CONTAMINANT DISTRIBUTION MAP (0-6") Parameter (mg/kg) SB 1 (6'-24 ) Aluminum 2320 Antimony 1.35 Arsenic 4.71 Barium 80.7 Cadmium 0.651 Chromium 11.4 Copper 27.3 Iron 5040 Lead 113 Mercury 0.341 Selenium ND Silver 0.185 Parameter SB 5 (mg/kg) (6"_24") Aluminum 1800 Antimony 0.429 Arsenic 12.7 Barium 55.8 Cadmium 0.429 Chromium 13.0 Copper 23.5 Iron 3580 Lead 73.0 Mercury 0.153 Selenium 0.858 Silver 0.359 Parameter (mg/kg) SB 3B (6'-24") Aluminum 2260 Antimony 0,509 Arsenic 4.22 Barium 89.1 Cadmium 0.713 Chromium 11.0 Copper 27.3 Iron 4200 Lead 125 Mercury 0.437 Selenium ND Silver 0.377 1 in = 20 ft GRAND AVENUE Parameter (mg/kg) SB 2 (6"-24") Aluminum 2190 _Antimony 1.48 Arsenic 15.4 Barium 276 Cadmium 1.67 Chromium 20.2 Copper 126 Iron 25600 Lead 357 Mercury 0.463 Selenium ND Silver 0.800 2 H W Parameter (mg/kg) SB4 (6"-24") Alumnum 1580 Antimony 0.618 Arsenic 5.92 Barium 88,5 Cadmium 0.926 Chronium 12.9 Copper 38.0 Iron 3730 Lead 116 Mercury 0.511 Selenium ND Silver 0.823 Billy Rolle Domino Park Site Assessment Report Legend Soil Boring Location Parameter (mlg/kg) Aluminum Regulatory Criteria - Residential 80000 Antimony 27 Arsenic 2.1 Barium 120 Cadmium 82 Chrorrium 210 Copper 150 Iron 53000 Lead 400 Mercury _ 3 Selenium 440 Silver 410 FIGURE 3 SOIL CONTAMINANT DISTRIBUTION MAP (6"-24") Exhibit C Engineering Control Plan Pr* �i1cipat ,„ Florida-.i e'rile 1 9't8 �''�""rrar�.clAd f: T.Y. Lin International Engineering Controls Inspection and Maintenance Billy Rolle Domino Park 3400 Grand Avenue Miami, FL 33133 Project Number! B-30865 i i'LL:ti- Rk.)i IX Prepared For: LC1 ` F i � * 1s[iII? l 0 City of Miami Miami Riverside Center 444 Southwest 2n6Avenue, 8th Floor Miami, Florida 33130 Prepared by: TYUNINTERNATIONAL T.Y. Lin International 201 Alhambra Circle, Suite 900 Coral Gables, FL 33134 August 2015 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance T; ' Table of Contents 1 BACKGROUND 1 2 ENGINEERING CONTROLS 1 2.1 DEMOLITION/REMOVAL PLAN 1 2.2 1-FOOT OF CLEAN FILL & GEOTEXTILE FARBIC LINER 3 2.3 IMPERVIOUS PAVERS 6 3 REPORTING 8 4 CONTACTS 8 List of Figures Figure 1: Demolition/Removal Plan Figure 2: Engineering Controls Appendices Appendix A: Inspection and Maintenance Forms Appendix B: High Visibility Nonwoven Geotextile Fabric Liner Details and Specifications Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance 1 BACKGROUND Billy Rolle Domino Park is the location of a community park, approximately 0.2 acres in size, with paved paths, landscaped planters, picnic tables, and several sheltered domino tables. Soil sampling conducted at Billy Rolle Domino Park revealed concentrations of arsenic and barium in excess of residential soil cleanup target levels (STCLs). A Corrective Action Plan (CAP) was proposed and completed in 2015 to implement engineering controls. The engineering controls consisted of one foot of clean fill atop a high visibility nonwoven geotextile fabric inside the planters. Trees located within the park boundary had contaminated soil excavated from around their roots to a depth of 1-foot and replaced with 1-foot of clean 70/30 soil around the roots. Figure 1 provides the boundary and characteristics of the park. The following sections describe the inspections necessary to maintain the engineering controls. 2 ENGINEERING CONTROLS Engineering controls were constructed to limit exposure to underlying contaminated soils; therefore, there should not be exposure to contaminated soils in the park. DEMOLITION/REMOVAL PLAN The area represented on Figure 1 by a yellow colored solid hatch referred to as "affected area" was removed to a depth of 1-foot. Photos on the next page depict the removal of contaminated soil within the planters. 1 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance YVf»UN!N7 Excavation of contaminated soil using machinery Stockpile of contaminated soils 2 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance TY.i N ._ 2 2 1-FOOT OF CLEAN FILL & GEOTEXTILE FARBIC LINER The area represented by the area depicted in Figure 2 by a black colored solid hatch, referred to as "clean fill", was placed to a depth of 1-foot atop a high visibility nonwoven geotextile fabric liner (see Appendix B for details and specifications of this product). The fill layer atop the high visibility geotextile fabric liner should be inspected for washout and erosion. Photos on the next page depict the 70/30 clean fill and nonwoven geotextile fabric liner within the planters. 3 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance T L N Placement of high visibility nonwoven geotextile fabric liner Measurement prior to placement of 1-foot of clean 70/30 fill 4 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance TYLUNINT ATIONAi,.. Placement of 1-foot of clean 70/30 fill material 5 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance 2.3 IMPERVIOUS PAVERS This area is represented on Figure 1 by a brick patterned hatch referred to as "existing pavers". The brick pavers should be inspected for visible wear or cracking. Photos below depict the pavers within the park. 6 Billy Rolle Domino Park: Engineering Controls inspection and Maintenance Brick Pavers within park Brick Pavers within park 7 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance VL N 3 REPORTING The engineering control (EC) shall be considered compromised when either the underlying clean fill or the geotextile fabric is visible at any location subject throughout the area subject to the engineering control. inspections and maintenance shall be performed on a monthly basis. Observations should be recorded on Inspection and Maintenance Form 1. If "Yes" was answered for any of the questions in Form 1, Form 2 shall be completed to describe the area of impact, the specific impact identified and the remedy for the impact. Forms 1 and 2 are provided in Appendix A. Forms shall be completed with as much detail as possible. If remedial actions are required, the inspector shall photo document impacted areas as well as the remediation. The inspection form(s) and supporting documentation should be kept on -file and submitted quarterly to the Engineer of Record for review prior to submittal to the Department of Regulatory and Economic Resources — Environmental Resources Management (DERM). CONTACTS • T.Y. Lin International Coral Gables Office • T.Y. Lin International Project Manager Colin Henderson • City of Miami Representative Harry James • City of Miami Parks and Recreation Kevin Kirwin • Miami -Dade County DERM Wilbur Mayorga (305) 567-1888 (305) 714-4037 (305) 416-1026 (305) 416-1320 (305) 372-6700 8 Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance T'lUNIV. NATONAL. FIGURES 4 SEE.0% AFF.29 . IROO1 SO 11 tl iNxitn W6 .x0 sIIr rt[u01£O wMowuxwEx cFElcc OF o m I, x MORE N MME.MEAO WAVER 00-,F7.a;. 2O7ELEEO FPoa 'RIMED SOIL PEYOWL MP. a S) Sa NOT S 1T GISi14 PUS IMEEF. P.P3EL 0 5F Olt55 1 pIESFa.., 611P} 3. see .01E3 a 7. 34 ME. t AP ;RON WOO SO PT FF. Sw wo SILT xumm IXWµ,355OfaMETRI,r,413 PILo.15 .Nx. REM. MR.) 5 ggI o1 1 'rto um yu HMO. �51 I Tr LEGEND PROM." LEL 101.01i us/ PST P. 51.1,ffiL fe-o• ® w. oxm 111IPPI}1r,l'u,11,1 I/ A EvYL Cull Mai Imm Mgt Nil NOTES MOM HUI .wc Pmrtu w am w aeawv DAME xrce w ELIR T•Y•LIN CITY OF MIAM1 ,1411.01entxi5 rxl/e.xOm CITY OF.511.111i f'011kk77117i.41 Ill', PI. ENGINEERING CONTROLS FIGURE 1 SHEET NO. A - - 9. --GRAP}f3-A[VERUE-'_ SEE NOE) (mJ .PP.9.. 1000.00 SO n 1.01oEOL 410 TMs xACM Eu 900* 00011314 DIM WTI x 11WM GRCAl(1AE'CE Of 0 01 0* . q0 14W 1(1 MU Or OWEIFA Of] 000.0. 01Ec1fo fROu P.Ro SOL.ENOV9I (1W. 0 5)/ SEE ROM 3 (1E1,) EWING QG PAOPECIFO FRd PAIN. SAL 11E1.1041. (lw) 1nn liewu KS �'9iv, .ra MP T .RE% (P PPRO0 WOO 5O R N0.11. SOIL xx0 XI PELKNE➢ MD PM/VD .1111 ri�Emc FILL OVER CLOT9100 AN MG OF 0)R 5 n OO PMUM PROx 4111. SAL 1.1105011 1 1019.1 .ivxm oewiIN saL SO os sMOL� OE REPU[E0 MINC CUM " xE. OWnzfl! LEGEND sl~m ® sal xo.ss an. non .r OFORPILE MAN aVOrtini5 h. NOTES LAM 1-.101,1 PrInwan rt. P. Orr 0,1141 9.1111. On LI Wm tub•A 123.1 Mtn MET +w49l. 6 aN aNa,o ..Nf ,rm uc KPLAK II aw RI w krp1S,nS 114, Ebrt T•Y•LIN ,,,., tiko CITY OF MAW' :all n. iNP+m x WI OF ' 1111.511 (111111,11, at IWItti 0.30265 ENGINEERING CONTROLS FIGURE 2 SKEET llo A APPENDIX A: INSPECTION AND MAINTENANCE FORMS Billy Rolle Domino Park - Engineering Controls Inspection & Maintenance Form 1 Name: Date: Engineering Control - 1-Foot of Clean Fill Area Visible Wear or Erosion? West Planter South Planter North Planter East Planter Center Planter Additional Areas Area/Engineering Control Visible Wear or Cracking? Pavers Note: Inspection Form 2 must be filled -out and attached if the inspector answered yes in any of the boxes above. Billy Rolle Domino Park - Engineering Controls Inspection & Maintenance Form 2 Name: Date: Area of Impact Describe Impact Identified Describe Remedy Date Remedy Completed APPENDIX B: NONWOVEN GEOTEXTILE FACBRIC LINER DETAILS AND SPECIFICATIONS NTPEP APPROVED-GTx-2013-0 1-030. US 205NW is a nonwoven needlepunched geotextile made of 100% polypropylene staple filaments. US 205NW resists ultraviolet and biological deteriaradon, rotting, naturally encountered basics and acids. Polypropylene is stable within a pH range of 2 to 13. US 205NW will satisfy the requirements as outlined in AASHTO M-2138-06 for Cass 1 applications and meets the following M,A.R.V. values except where noted: PROPERTY Weight -Typical TEST METHOD ASTM D-5261 ENGLISM 8,0 oz/sy METRIC 271 g/stn Tensile Strength, ASTM D-4632 205Ibs 912 N Etongauon @ Break ASTM D-4632 50% 50% Mullen Burst* ASTM D-3786* 350 psi 2,413 kPa Puncture Str-engdi* ASTM D-4833* 130 lbs 579 N CBR Puncture ASTM D-6241 535 Ibs 2,381 N Trapezoidal Tear ASTM D-4533 85 Ibs 378 N ApparentOpening Size ASTM D-4751 80 US Sieve 0 180 mm PerTnitbvity ASTM D-4491 1,35 Sec-1 1.35 Sec-1 Water Flow Rate ASTMD-4491 90g/train/sf 3,657limin?sm UV Resistance @ 500 Hours ASTM D-4355 70% 70% ROLL SIZE 12,5' x 360' 16.0 in ROLL DIAMETER 500 sys AREA 270 Ibs WEIGHT iti*OKORMVING RE,F+1EW Shop Om 16.D in 500 sys 270 lbs ENGINEERS available): Mullen Burst Strength ASTM "?186 is no longer recognized by ASTM D-35 on oessynchectes as an b ASTM D4533 is not recognized by ruASHtJ M268 and has been replaced with CBR ?Posture ASri4 in6241. gccerioNi As NoTED o ttlsv g� erence oiily and is not intended as a warranty or Guarantee. US Fahries assume_, no liability in connection with the use of this information {12015). k�li 1i.3 1L� ` OOrtOT IN CONFORMANCE ►Y'�rv' of shop drawings for with the design c icapt. Review shop t cs�vrier , gs or Cray,,,eats aha1i not be ocrctrued as t y wing tot CONTRACTOR frost compliance with tie pri;e0t p$af►s And -0£tfic.41 ranS, nor airtiJrtwoon defiertiires therefrom, The CONTRACTOR lire mipevi- Suite for details :r;ld ak•z: racy, tr.r ccr)4irrnin4 end ec oa+eitting ail qu i+ `tries aflef d rriensione„ for fewl fet.rication p+oce::eS, for techniques ot overtly and Oprlgdructirxl, tor earforrning the *0* its Wilt MIPS, alyd in accordance With tontriot documents, qKs, D cXti/A. /f2A- v1fah,f1Ty Lc+ldYi" f` pilaus. 119tcs:Irrtc # 3904 Virginia Av nue 1 Cincinnati, OH 45227 (USA) Phone: 800-518-2290 i Fax: (513) 271-4420