Loading...
Attachment 88 CITY OF MIAMI BEACH 1700 Convention Center Drive, Miami Beach, FL 33139 http:\\ci.miami~beach.f1.us Office of the City Manager G.O. BOND NEIGHBORHOOD MEETING Nautilus, Pinetree, Alton, Orchard Park, 40th-51th Street March 27,2000 at 6:30 p,m, Nautilus Middle School Auditorium AGENDA I. WELCOME II, INTRODUCTIONS .-- III. WATER, SEWER, DRAINAGE PRESENT AnON IV, NEIGHBORHOOD STREETSCAPE IMPROVEMENTS PRESENT AnON V, WORKSHOP VI. DISCUSSION AND CONCLUSION VII, ADJOURNMENT NEXT MEETING: May 2000 (TBA) r Telephone 305-673-7010 Facsimile 305-673-7782 V. ... "eV ,,, yew "I,c...e...e Nautilus P- , Inetree Aft Park, 40th S ' on, Orchard Resid . ~reet- 5 J st Street _ ents JOin us on March 27 20 at ' 00 6:30 p.m. Nautilus M"d AUditoriU~ die School 430 J N orth Mich' For more inf Igan Avenue ormatio John Mall h n contact: a at 305.864.9542 Amy R - abin at 305 5 . 38.1284 We 1001 f with < orward to "you to furth worl<ing prioritize our n e~ develop and proJects from t:lgh~orhood million G e Clty's $92 eneral Obi. Bond Iss Igation ue. www_ci m'.' . _ laml-beach_fl.us " . BiSCQ4nli! Bay o > -: ~5 ~ <~ ~ il ,s \ I i U \:\ \ -=' I ~ I.! fj, / .. 1- .',.' ~ OJ'" i : I - , ,- Jautilus, Pinetree, Alton, Orchard Park, 40th Street- 51 st Street (west of Indian Creek from Surprise Lake south . to 41 st Street) i ~ , ," Atlanti~ I Ocean ~ ... [OJIID) \> r ''''''l'Ij!~:I!li~;;,,:r i"ir:i' H'II,1 'I: :'111 ;1'Inl n I!' '1 ITI n n!H~!ll~I.!!i VI!!!I!! t!1I11'!I!'!lJq!.l!tl!.IJIII!~I!Jf_"lm'~l!i;!1 " '!JIlIIM_"~IIIIIIII_ Overhead to Undefllround Conversion Procedures . Request is usually generated from Homeowner's Association (HA)_ The HA makes a written request to the City indicating the specific location for the desired underground, > ~ . The City then forwards the request to the utilities (FPL/BellSouth/CA TV) with a site plan or any maps associated with the area specified, . FPL will submit a non-binding ballpark estimate, a non-refundable deposit amount necessary to secure the binding cost estimate, and a copy of the FPL tariff 6_300-6.330 to the City, (Approximately 4-6 weeks) This estimate will not include streetlights (FPL can provide standard or decorative streetlights) nor will it include landscape restoration (this will be the residents' and the City's responsibility), . At this point, the City needs to determine if there are any future projects that are scheduled for this area that might cause a conflict. (Ex_ Drainage projects, water and sewer projects, etc_) . Once the City has received a response from all the utilities, they will submit them to the HA in a package and copy each of the utilities_ . [fthe HA decides to proceed with the undergrounding, then they will contact the City, The City will then schedule a pre-design meeting and invite all the parties involved, In this meeting, it is important to review the FPL tariff and stress the HA responsibility to obtain and record easements from the residents affected, . Once FPL, BellSouth and Cable TV have received the non-refundable deposit, the design will commence (Approx, 3-6 months)_ . In the design stage if any ofthe utilities have questions, they should be directed through the City's project manager, (This is the time to discuss the location of the facilities_) . Binding cost estimates by the utility companies will be submitted in writing to the City. . The City will then prepare the total estimate based on the utility companies' estimates and any additional works required by the HA, and will provide this to the HA as a total cost not to be exceeded in the assessment of the properties_ These costs are calculated based on the assumption that each utility is working independently; therefore, each utility needs to present a cost including trenching, Joint trenching should only be pursued once the HA has agreed to go forth with the undergrounding, The credit will be determined later on_ . The HA will need to determine how they plan to assess the residents and take any measures necessary to receive the approval from their residents_ . The HA will need to submit in writing to the City the acceptance to proceed and the commitment to pay by the property owners, through a signed petition or County administered vote, . When a majority vote or petition is presented to the City, with a commitment by the HA to implement the undergrounding of existing services by the property owners, the City will pass a Resolution to approve the project and establish the special assessment and identify the funds to commence the undergrounding project. .~ . The work will then be scheduled and construction will begin, COMMUNICA nON will playa major role in ensuring that everyone's needs are met. M,\SCMBITI!MP\FPLSIGN1.Wf'O STREET IMPROVEMENT estimate of probable cost ( 400 feet - city block) ( 70 feet right-of-way) ~ CONSTRUCTION COSTS SIDEWALK: (5 feet x 2 sides) CURB/GUTTER/VALLEY STREET LIGHTING: (new - 4 each side) HANDICAP RAMPS: ( 4 ) MILLING & STREET RESURFACING: PA VEMENT MARKING: TREES / LANDSCAPING: ( 4 trees each side) ENGINEERING / SURVEYING I PLANNING: TOTAL: 15 % CONTINGENCY: GRAND TOTAL (approx:) Note: infrastructure improvement or other utilities costs ( to be determine ).., ~ $ 24,000, $ 13,600, $ 48,000_ $ 4,000_ $ 12,000, $ 3,000, $ 10,000, $ 10.000, $ 124,600. 18,690. $ 143,290. ,,~-'. ",,,,><,,,,,..,_,,,,".w,',,_.'::',,,,,,,,,, __"'.' ".,,...,~,.~ ""'''''~ , ,,,. " ",1. =,..,-,..,.",1:>,..,....", _ ,..._I.t""."""".._ ffJII,AL",~,...,...".,=., FREQUENTLY ASKED QUESTIONS ABOUT NEIGHBORHOOD FLOODING My community has Oooding and is not illustrated as a priority drainage area. Why aren't our stormwater issues being addressed in this program? A, In 1997, the City and its Consulting Engineer, CH2MHILL, completed a Comprehensive Stormwater Master Plan, One of the components ofthe plan was to identify and rank areas in the City where storm water issues were critical. Criteria for ranking included components of both flood level of service (reducing flooding) and water quality level of service (improving the quality of the water being discharged into Biscayne Bay), Four major criteria were used to rank each of the 172 stormwater basins including pollutant loading, flooding potential, citizens' complaints, and city staff rank, In addition, other issues including potential for property damage and critical evacuation corridors were also considered, After reviewing each of these criteria and assigning a ranking factor, each ofthe 172 stormwater basins was ranked to identify locations requiring stormwater improvement. The top 37 drainage basins (areas) were identified as the priority areas where the City could accomplish the most flooding and pollution reduction, The 37 "priority drainage basins" are shaded tan on the infrastructure improvement figure_ The City recognizes that drainage is an issue in virtually every community, If a community has not been identified as being a "priority drainage basin" it does not mean that drainage is not of concern, Additionally, some drainage improvements will occur in non-priority areas during future phases of work. Q. My street has storm sewers and we still have puddles when it rains. Why? A, The City of Miami Beach is faced with very difficult storm water issues including the following: The elevation of the island is less than 7 feet above average sea level, while high tide can be as high as 3 feet (marginal storms can produce tide elevations in excess of 4 feet above average sea level), Groundwater is located within 2 to 3 feet below ground surface, The City experiences very intense rainfall (Storms with rainfall in excess of 2 to 3 inches per hour occur weekly during the summer), The City is virtually impervious -- most of the rainfall puddles rather than soaking into the ground, The island is nearly flat with little grade or changes in elevation to assist with the movement of storm water runoff. New laws require "treatment" or on-site disposal rather than discharging storm water directly into Biscayne Bay, Because of these factors, puddles and some standing water must be looked upon as a nuisance rather than ?flooding? or serious drainage problems, ~ The City of Miami Beach adapted Flooding Level of Service (LOS) criteria developed by the Florida Department of Transportation and Miami-Dade County, Based on these criteria, three classifications of roadways are considered including Principal Arterial (Level A), Minor Arterial (Level B), and Residential (Level C). The Flood LOS criteria mandates that roads remain passable under design conditions, Using the Flooding LOS criteria adopted by the City, each road within Miami Beach was classified as a user Level A, B, or C, Flooding LOS is considered to be met if the roadway remains passable (less than 8-inches of water above the crown of the road) for a 5-year storm on a Level A road, a IO-year storm for a Level B road, and a I OO-year storm for a Level C road, Design storm designation refers to the anticipated return frequency of a storm of a specific magnitude (i.e" larger storms return or occur less frequently), Future design improvements to the City's storm drainage system consider the roadway classification and the meeting the Flooding LOS criteria_ The primary goal of the drainage system improvements is to keep the roadways passable as defined by the Flooding LOS criteria, ",~" , .~,' ,,-, ,p,',,", '. '.""~'~' . "',"" . "'^ -"".~ """..~~'~" ,,'J'-., "._ -," .... ,..,. " - Despite meeting the Flooding LOS, it would be considered unacceptable to have storm water above the crown-of-road for an extended period of time, The newly designed storm sewers will meet the Flooding LOS and facilitate the ultimate removal of the storm water from the roadways, Unfortunately, it may take many hours to completely remove the stormwater because of high groundwater or tide elevations, > Some standing water, puddles, and saturated swales must therefor be considered part of living on the island and nuisances that can not be overcome, Given the serious drainage challenges and a finite amount of money, some drainage issues will always exist even after drainage improvements have been constructed, Q, What can we expect after drainage improvements are made in the priority areas? A. In the priority areas, the stormwater collection and disposal system is being completely reconstructed, New collection systems including catch basins and pipes will be replaced or supplemented, In addition, the existing disposal systems currently consist of pipes leading to the bay, These systems will be totally redesigned to incorporate drainage wells, exfiltration trenches, and swales to provide on-site disposal and to reduce the pollutants being discharged into the bay, It should be realized that even after the improvements are completed, the new system will operate under the Flood LOS Criteria previously explained, The new system will provide for vehicular passage under design storm condition and will not insure that standing water never exists, The goal of the new systems will be to prevent stormwater from endangering lives and personal property and to keep the roads passable for the design conditions, Q. In areas not identified as priority stormwater areas will any drainage improvements be implemented? A, Yes, Two scenarios exist for communities that are not considered priority drainage basins and include providing local ized drainage relief or installing a totally new drainage system, If a specific neighborhood has only minor infrastructure improvements (water & sewer) and if the roadways will receive minimal streetscape improvement, only limited drainage improvements will be considered, In such areas, drainage improvements will address localized flooding issues, Examples of this type of improvement may consist of adding or moving catch basins or adding a drainage well to address flooding at a single intersection, In areas that are not storm water priority areas, there is still a possibility that an entirely new drainage system will be installed, If infrastructure improvement activities are extensive and /or if roads will be reconstructed, an entirely new drainage system may be installed, This type of improvement may not be identified until the middle of a project and will be motivated by issues other than drainage, Q. IfI observe standing water that makes roads impassable, what should I do? A, Call the Public Works Department of the City of Miami Beach, The City will send a crew to investigate the reasons behind the problem, Resolving the flooding may consist of cleaning a catch basin or eliminating debris from an outfall pipe, To prevent maintenance issues like this from creating flooding problems, take the initiative to keep the catch basins & grates clean in front of your house; never blow lawn trimmings or leaves into the storm drains, and don't regrade swales along road right-of-way, If you have "shedding trees" in your community and you observe clogged catch basin inlets call the Public Works Department to perform the necessary maintenance, Q, We have just recently re-Iandscaped the swale area of our home, Will stormwater construction projects effect our beautification project? A, Potentially, The swales in front of your home may be part of the road right-of-way and legally belong to the City, Ideally, stormwater accumulates in the swale areas and percolates or soaks into the ground, Using these systems, stormwater is ?disposed? on site and does not impact the quality of the water in Biscayne Bay, Many homeowners have encroached onto the swales and have mounded the areas to keep them dry and to permit parking even during rainstorms, Additionally, some residents have extensively planted these areas which prevent stormwater from collecting or soaking into the soil. In either scenario, if the swales are not functioning to assist the drainage system, the City may regrade the right-of-way to restore the stormwater storage and disposal functions, This may result in the removal of existing plantings, walls, or parking areas, :E < 0:: C) o 0:: 0.. I- Z J:W o:E <w W> caO -Ix: :Eo.. .' $ :E :E:E LLW 01- >-en 1->- -en o Ix: W 1-' < ;: :E Ix: o I- en s C'll C c: C'll ..r:: - .. GI ..r:: - o ~c E 'iij GI .. - .. .cGl 0= .. C'll 0.... oS c: C'll o 3: ..en o..c: Oi: :s (,) c: ~.l!l CUI .. UI GI .. - j C'll 0 3:..r:: E "'<I' .eN UI ~ GI 0.. e 0.. - o >- ~ ~ Gi (,) G11;j 1'l -s:E .. '" ,- 0 >< - UI e UI c: UI o..'t:l e f!! Q. c: 'I- 't:l C'll GI c: -g UI ,50 i c: C'll C'll .... .- ... U (1) ns ... ._ G1EGI't:l .l:: =c: (/)2:!ns:.:.. 't:l o o ..r:: .. o .c ..r:: Cl 'jjj Z UI .. GI .c E j c: GI c: o ..r:: 0.. - ..r:: gj,!2l E c: C'll't:l c: c: .. C'll j >- o C'll ~'t:l > ~ , . ~ ~ "2 ;; 8 ~ z g 8 < " ~ ~ " c > If) YOUR CITY Al WORK FOR 'au SPRING/SUMMER 2000 SPECIAL EDITION ,," 1:'- -',', 25TH'ST;'WATER _ ", .. _._ _' ,'i~,i' "'., ,:rORAG,E)ANKS " " !'f~"~F-7"'~::[:!1f:~ri'.-1.,r:7::'~:;:,;', -.::~'- "i"i~X~~.;:), .!' water"Tank';ilti;"::'f':;' h:':"~;:/'\'N . _, Water and/or,Wastewater Lines City mov~s forward Rebuilding water and sewer systems Miami Beach Commissioners want you to picture what could happen if you turned on your faucet and no water came out. Or your toilet couldn't flush. That's what they saw when the city's Year 2000 Comprehensive Plan, updated in 1994, revealed water and wastewater systems dan- gerausly aged, inadequate and fragile. The Commission took action and in 1995 passed a S59 mil- lion bond issue to begin the first phases of the work. The second bond Issue, to be sold sometime within the next few months, will pay for ongoing work on the water and waste- water systems to be phased in gradually in order to minimize disruptions to service. "The master plan identified about S 1 05 million of critically needed improvements, so we always knew there would be additional bond issues," explains Finance Director Trlsh Walker. 'We just didn't want to borrow more money than we needed at the time, but we're ready to launch into the next phase," Work is nearing completion or all funds are committed for projects identified in the first bond issue, which addressed the most crucial problem's in the water and waste- water systems. Improvements to the drinking water system include replacing under-sized pipes to accommodate adequate water pres. sure for fireflow, the amount of Mayor Nelsen Kasdln Committing to the program was a big undertaking, but we knew it was our responsibility to act proac- tively for the good of our residents and business owners rather than retroactively in a crisis. 50 in 1995 we issued $59 million in bonds and launched a comprehensive program of improving and strengthening our water and sewer systems. Deteriorated pump station con- trol equipment is being replaced by above ground state-of-the art elec- trical controls. This change will ensure that drinking water is avail- able in almost any situation. Failing fifty-year old welded-steel water tanks are also being replaced with pre-cast concrete tanks. Repairs to the city's waste. water system include upgrading pipes, pumps and telemetry at pump stations. An important and cost-saving meas- ure is a program to reduce inflow and infiltration of rainwater through cracks or open seams into the city's wastewater system. That "wasteful waste" amounted to about eight mil- lion gallons of water per day and had been costing the city an addi- tional S3 million annually for wastewater treat- ment. The work completed to date already shows an annual savings of $2 million to the city, because the amount of inflow/infiltration has already been reduced by 3.5 million gallons a day. Commissioner Nancy Liebman After SO years we Commissioners had no choice. For the health and safety of our residents we were compelled to fix problems that were never addressed. Due to our climate and the age of those underground pipes, the systems could have (ailed. We are taking action before that can happen. water needed at fife hydrants to extinguish a fire. Water pipes throughout the city will be rehabili- tated to remove mineral build-up and prevent bacterial contamination. Abov~. b~/ow ground Bonds buy improvements In the November 2, 1999 election, voters gave resounding approval to three general obllgalion bond issues totaling S92 million_ Those funds are to be used for above ground projects that indude: . renovations to fire stations and new fire trucks and rescue equipment . improved recreation facilities, equipment, access and lighting at our parks and beaches neighborhood improvements-such as streetscapes, traffic calming, lighting, sidewalks and traffic control devices These general obligation bonds are. repaid from ad valorem millage dedicated specifically to pay for the new principal and interest on the bonds. Bonds to pay for under. ground Improvements to the water. wastewater and stormwater systems are revenue bonds, and they are , , i repaid on a pro rata basis from the fees charged to utility customers. The second bond Issue for continued work on critical water and sewer proj- ects is expected to come before city commissioners early in 2000. (See related stories inside.) Citizens will have the opportunity at pUblic meetings in their neighbor- hoods to discuss alternatives for Slreetscapes and other improvements. The city will then coordinate the above and below ground work into one project, Including streetscape, water, sanitary sewer and stormwater improvements. The process will assure that major above ground improvements can be put in place as soon as work IS completed on under- ground utilities. It wilt also prevent duplication or effort and cause less disruption on the city's streets. j , i , Example of Streetscape .-.-.... /. IlOAO ME<l1AN CURP CUIlB SECTION ,Q"fOOT ROW - PARK BOTH SIDES - MEOI~i The Drinking Water System Chances are, you don't use 40. year-old pots and pans to cook with. And you wouldn't want your neigh- borhood fire department using 40- year-old trucks and hoses. But did you know that the water you drink and the water that stands ready to put Qut fires in your home or business is traveling through pipes that are at least four decades old? Improving the system by replacing those old pipes and elim- inating the threats they pose !oour drinking water supply and our safety is well under way. Since 1995 the city has aggressively made improvements to Insure that homes, hotels and other busi. nesses never go without waler or have their water use restricted. The problems exist because the city's water system deteriorated over the years, Results of the antiquated water system range from reduced water pressure which threatens fire. flow to discoloration and possible bacterial contamination of water. The aging, unlined cast iron pipes have developed heavy coatings of mineral deposits that contribute to deteriora. tion of the pipe walls, leaving them vulnerable to rupture at any time, "Miami Beach Is a barrier island sur- rounded by saltwa- ter, so h tan't sink Its own wells," explains Assistant City Manager Matthew Schwartz. '"We need to buy our fresh drinking water from the Miami'Dade County Water & Sewer Department, or WASD." Water travels from the mainland to Miami Beach through four huge City-owned will assure your drinking water supply. mains, pipes that cross the MacArthur, maintenance costs and can be built Venetian, Julia Tuttle, and 79th Street for slightly more than the cost of Causeways, Miami Beach also owns repainting and repairing the rust. and maintains the system of pipes the ing 40-year.old tanks that were in water travels through to reach homes service. All of these improvements and businesses. will assure that current and future Older pipe tends to become needs are met. "tuberculated," or lined with mineral deposits on the Interior wall, caus. ing corroslun and loss Clf water pressure. The oldest sections of pipe, which are six-inches in diame- ter, are being replaced with eight. and 12.inch pipes which meet mod. ern engineering standards, thereby relieving the city's water pressure problems and assuring adequate fireflow, the water pressure needed to douse a major fire. Remedies for the prOblems These pipes, plus the water stor- age tanks and pumping stations that contain motors and emergfi!ncy gen- erators were in danger of failing. Continuing improvements include modernization of water booster pump stations, and replacement of obsolete storage tanks. Wherever possible, instead of digging up and replacing pipe, min- erai build-ups inside will be routed out and pipes will be relined with cement. New water mains will be installed in places where pipes are too corroded to be cleaned and relined. An estimated 15 miles of galvanized iron mains will be replaced with newer materials such as ductile iron and PVC pipes. Pump stations present different challenges. Many of them are located below the ground, making them vulnerable to flooding. All have out-of-date electronic circuit. ry. To remedy these problems, new electrical systems and emergency generators are being Installed in aboveground buildings to assure operation under any circumstance and in all weather conditions. A new water booster station Is also pro- posed for Terminal Island. It will improve pressures and flreflow capabilities in the tentral and south sections of the city during normal operating conditions and will func- tion as a back.up in use other sta" tlons become non-operational. The city's four 50.year.old water tanks had deteriorated and were on the brink of failure. Two of the old welded steel tanks have already been replaced by tanks made of pre-stressl:!d concrete, Thes~ new tanks require lower The Sanitary Sewer System You probably don't think about the water you flush down the toilets and drains in your house each dily. After all, that's the idea behind indoor plumbing. Wastewater that leaves your house or business flows down the drain Into larger under. known as "inflow/Infiltration" or "1/1: had been causing losses to the city of some S3 million dollars a year. (Please see StoP;Ji"B waste.ful waste, back pagfi!.) The major overhaul of the city's waste- water system to reduce the worst 1/1 problems is well on its way, providing the most immediate dollar savings to the city, T h , trouble is that the citywide network of 170 miles of sanitary sewer pipes is decaying due to its age. In fact, more than halftheplpesilre 40 years old or older, and some are more thiln 70 years old. Certain areas of the dtyare still using mains laid during the Flsher.Collins era. Those old pipes, many of which lie below sea level, have corroded and deteriorated. Equipment out-of-date The electronic equipment in the pump stations is also out-of-date, as some of it has been In place since the 1 940s. Since most homes didn't have TV in the decades when the sewer system was first Installed, it's easy to Imagine how outdated all the electronic equipment IS in the pump stations. The threat of flooding presents fur. ther problems. Electrical and elec- tronic fi!quipment housed underground means pump stations can short out, causing serious and extensive disruption of service. Such a sanitary sewer system failure could mean a backup of raw sewage in the streets, Cracks In sewer mains could also allow sewage to escape, ~1~.'~~?'" ,,:,,~~.,.~,~,,;~,,:,",., f~f,', .~/ rfi ,.'" f ',-I,,: d<l . ~ t.~ J _ ' . ' ',' kt';' ..."'~;"':.~:;:. :\V'_ ,. ....;.:::.-~.,~:'.," .,..-~ . .- '('" .. ,-....., - - ~'~1.. >{:~:.... ' -~";;';'.-')." -: "-_:~. '.W Leaks like this in our sanitary sewer system cost the city $3 million a year in unnecessary sewage treatment charges. . ground pipes. From there it travels through several pumping stations, preventing raw sewage from back- Ing up, Eventually that wastewater travels to the Miami.Dade County treatment plant on Virginia Key. In Miami Beach, however, our wastewater or sanitary sewer sys- tem is facing critical problems that won't easily go away, Without the aggressive citywide work pro' gram that's taking place, the wastewater could become a health nuisance and an offensive aboveground presence, In the Wilke ofa 1994 study that exposed the deteriorated state of the city's wastewater system, updat- Ing obsolete pump stations and pipes is underway. Still more nefi!ds to be done. The second phase Includes the building ofa new mas. ter booster station In the South Polnte area required to improve the function of the entire system. Inflow/Infiltration More of the critical repair need- ed for the wastewater system involves reducing the amount of rain and groundwater that seeps in through broken pipes or open seams and cracks. This problem. TI "If outdated and underground elec:trical control systems at the pump stations are flooded, the city's pumps could be out of order for an eklended time," says Armando Perez, Vice President of Camp Dresser &- McKee, the firm in charge of program manage- ment for the infrastructure Improvement program. Additionally, the communlca- tlons system that runs the pumpsta. tions is almost inoperable. The old system was, by the nature of the 30. ,'j year-old equipment, at the end of Its useful life. 1 Thfi! City of Miami Beach took a cfit.'l icallook at the entire system, New:j pumps and electronics will be added, but maybe most importantly,theelec' i: trical equipment will be brought J aboveground and housed in structure5"~ so it won't be underwater in case of alii major storm surge. Now, the pumps will be able to move the wastewater!O ~ take care of any situation. They will be state-of.the art to function well into the future and the flows can be adjusted 10 fit an area's wastewater demands, Those upgrades are coming none too soon, Miami Beach oft faces unique threats from ourtro cal wfi!ather patterns, Pumps da aged by a hurricane storm su could stop working during emerg cies. last year's devastating hu canes served as a rfi!minder Miami Beach was lucky to escapfi!d a storm surge once a But the city needs to be pre rain bus I A" of, don" whel sea, to fo B city tern, utilil Cour tern' fund' are a bills. your Th majo sary of at order bond utab storm tlonet remo\ which Late I! 'for Mi ,..tCl!rm :-.:5111 mp I The clty"s rusted steel water tanks are being replaced by low-maintenance pre-stressed con(:rete tanks. This and other measures The Stormwater System Street flooding after a heavy rain makes some f{'sidential and business areas nearly impassahle. As a result, we're generally aware of storm sewers only when they don't operate as they should. Yet when the sun comes out and the sea of rainwater subsides we tend to forget about the problem. Before 1996, even though the city operated the storrnwater sys- tem, it came under the umbrella utility managed by Miami-Dade County_ Improvements to the sys- tem were on a pay as you go basis funded by stormwaler Fees, which are a component of monthly utility bills. [See related slory Where does your money go7 below.] Then it became apparent that major improvements were neces- sary which would require pass<lge of a bond issue to pay for them. In order to be able to sell those bonds, Miami Beach needed to establish its own independent storm water utility. The city peti. tioned Miami-Dade County to be removed from the county's system, which was accomplished in 1996. Late In 1997 authority was granted for Miami Beach to create its own stormwater utility. Since that time a Comprehensive Master Plan has been prepared to address the man- agement of stormwater. The plan identified 37 major areas, or dr<linage basins, within the city where flooding is excessive and pol- lutants are being carried into Biscayne Bay_ In addition, the plan identified improvements to the maintenance of the existing system, calculated costs associated with sys- tem modifications and prioritized the proposed improvements. After the study was completed the cost of necessary improve. ments was ascertained to be over 540 million, exceeding the funding raised from the pay as you go model. In order to implement these improvements, a dedicated stormwater bond will be issued later this year that will be repaid by the storm water utility user fee. As with other improvements to the drinking water and wastewater systems, a purpose of bolstering the stormwater system is to main- tain the quality of life in Miami Beach. Yet like the rest of Miami. Dade County, Miami Beach is also under a mandate imposed by the National Pollution Discharge Elimination System (enforced by the U.S. Environmental Protectlpn Agency) to improve the qualhy of water being discharged Into surrounding waterways. Miami Beach really has no choice but to make these improve. .=--- Flooding like this will be greatly reduced by long-needed stormwater improvements. ments. However, other benefits will be more immediately apparem to citizens. In addition to decreasing the concentration of pollutants entering Biscayne Bay by providing on.site disposal, flooding in our streets will be greatly reduced. Reduced flooding also improves public safety. Emergency vehicles will be better able to get through and evacuation routes will be pass' able and not under water. Despite the proposed improve- ments, some standing water will always exist. The goal is to make flooding a mere annoyance Where does your money go? When you send off a check each month for the utility bill that comes to your single family home, you generally think of it as paying the water bill. Actually, you are paying for four separate services. They are: Water Miami Beach is a barrier island and has nO freshwater wells of its own. As a result, the city must purchase its water from Miami. Dade County. The water that flows out of our taps travels through big mains across the four causeways from the mainland. The average homeowner in Miami Beach uses about 11,000 gallons of drinking water per month. Miami Beach buys its water at the rate the county charges Its wholesale customers, and the clty has no say In this price. Because the cost of water must be includ- ed In our rate. the largest portion of city utility fees goes to Miami- Dade County for the purchase of drinking water. YOUR WATER FEE IO.27IHtblSentI.e,&1 "Miami Beach charges its utility customers 52.16 for each thousand gallons of water you use," says Miami Beach Finance Director Patricia Walker. "Of this amount, we pay Ihe county a total of 91 cents or 42 percent of the COsl. Seventy.seven cents is the cost of the water department operations and 14 cents Is fortheenvironmen- tal fee the county charges to man- age the quality of our water. "Ninety-eight cents of the amount is used to operate and maintain the water utility system within Miami Beach and 27 cents is used to pay the debt service, which is the principal and interest on the bonds for the improve- ments to the system:' Sewer, or wastewater As with drinking water, most of the fee charged for wastewater - S2% - goes to Miami-Dade County for treatment and dis- posal. The city pays the county to treat its wastewater after pumping it under Government Cut to the IO.'4IHtdeCo",,'ylHt.mFu IO.S7IHtIo.541tv""" lo.nly".m O,.re.lou& M.I.,.."uc. $2.16/1.000 GalloM sewage treatment plant on Virginia Key. Says Walker, "The city charges its utility customers $3.6S for each thousand gallons of waste- water treatment and disposal. Of this amount, a total of S1.92 goes to Miami-Dade County. The charge for wastewater treatment and dis- posalls Sl.66, and 26 cents is the environmental fee the county charges to manage the treatment of our wastewater. "One dollar and sixteen cents of this amount is used to operate and maintain the sewer utility, and 57 cents is used to pay for the princi. pal and interest on the bonds for the cost of improvements to the system," she says. Storm Water This flat fee has been a separate charge on utility bills since 1993 and has not changed since then. The monthly fee currently charged is S2.50 per residence, or a multi. pIe of S2.50 for businesses. The system carries away rainwater YOUR SEWER FEE 10.26 0"'. c....,.y 1Ht.... Fee 1I.I'Sy...m Op......Io"... Mel.,.."..,.e $3.65/1,000 Gallon' '..11 1#:1: ... """-. -.." -na:.- ~ii~:::'--25~~~"'~::"-"'- J~~ ~:::.._- .... ~ ~ ~ ---ij . _'_, :::.;::" __ - 0110.. ....,.., _.. .:-:.':7:' -- ::r;.::::,_ -_...:;:0- through a series of catch basins and pipes. Miami Beach recently formed its own stormwater utili- ty so it could control the use of its funds and use them to secure long term financing for system improvements. After approxi. mately 540 million of bonds are sold to imp r 0 v e d ra i nage and allevi- ate flood- ing, the fee will rise in increments over the next/few years to about S4.90. Waste. or garbage The charge for single family res- Idential garbage pickup is agreed by contract between the city and the garbage hauler. Plans for the future City utility fees were raised tate in 1998 by 11 percent to build a reserve needed to sell additional bonds. That money will go to con. tinue the update of the water and wastewater systems in Miami Beach. The bonds should be issued some time in early :2000, and the cost of those Improvements Is ~~~" , -. ...-.- ".. rather than a physical or finan- cial threat. Because Miami Beach Is a barrier Island surrounded by water, short of raising its elevation or installing a berm around its perimeter -neither of which are realisticsolu- tions - some short duration flooding will continue to bea nuisance. ~ ". - ::~:;'III...,tllOD '''''III..I,tllOD .. .. I.... '"'' expected to raise the average monthly residential bill by $3.00 to S4.00 over the next few years. However, there are no plans to Increase rales before Oclober 2000. Walker says. "The City of Miami Beach has worked to keep the oper- ating and maintenance casU of,. both these utility systems as low as;>, possible. As a result, the charges,~ ,; for these utilities are less lha9\)W!I' estimated when the Imp were planned. ~ 't I REPL~~~:;.~:~~LE~E .riO ~ Some of the pump station electrical equipment has been in place since the 19405 and Is no longer being manufactured. If /5tatlon5 were flooded out In a hurricane, It could take Miami Beach a very long time to ret:over. State-of-the-art instrumentation for pump stations will soon replace outdated equipment. It will be installed above ground 50 it won't be underwater in case of a mcUor storm surge. Stopping wasteful waste Engineers call it Inflow/Infiltra- tion, or 1/1, but for the citizens of Miami Beach It was Just wasteful wastel That's what happens when rainwater and ground- water seep Into sani. tary sewer pipes at cracks or broken joints, get carried to Miami-Dade County's wastewater treatment plant and processed as sewage. About 8 million gal. Ions a day of III had been pouring into the city's old sanitary sewer pipes and was being treated unnecessarily. It was costing the City of Miami Beach $3 million a year! When the city launched lIS pro- gram of repairs and Improvements to its wastewater system, one of its first priorities was reducing 1/1 and stop- ping the waste. Ins i t ufo r m Technologies was the low bidder on the con. tracLlts process gener. ally relines and seals pipes working from manhole to manhole with little or no digging required. The material that becomes the lining of the pipe is resistant to corrosion and abrasion and as a result usually Increases a system's wastewater capacity, a benefit that translates Into cost savings in several ways. According to Miami Beach Director of Public Works Julio (irave de Peralta, "About 250,000 linear feet of sanitary sewer pipe has aiready been relined, which Is about 80% of the recommended improvements, with very little dis. ruptlon of traffic or limiting of water usage in the neighbor. hoods. The insltuform process gives old pipes a new life span of up to fifty years," Good economics Relining the pipes is simply good economics. In fact, measurements to date show that Miami Beach is already saving more than $2 million per year in sewage treatment costs as a result of the work completed so far. There are costs associated with the process, ..,.\, -:", \ ~ -.. . -. ~7 ".,./ -, " ~~~/, <'::;:,-~-;,;:;" ~ . ~ "~,"""., ,",_",cd but overall there is a major reduction in the amount of water being treated as sewage that never should have been in the pipes in the first place. In reducing 1/1 the City of Miami Beach is also meeting the terms of the consent decree imposed on ail of Mlaml.Dade County by the Environmental Protection Agency, Miami Beach needed to do Ihls or pay hefty fines for nOIKompllance. Many Miami Beach residents remember seeing the white <~I-IOW-'-1to" SaY,eilmQn,e~' ;'li;:iiOur .~,.. tUit~;6i 11,~ij " "'T.;'..,,, , 'U1....,~ 1. ", "''' t<.''''''~ ,,~.,.. ,i"f'" "' ~ I ~,~e water run_!";'~I"ou bTush yo~r ~Ih or shav~..."l save 4.10 gallons IMr day. """Iow.now aerllltor'o. ..our kitchen faucet"and save up./to"2 gallons per minute; ) : >' . ,. _ '/'1' r' 1 - 'l)lrir ky lollets, faucets r....h_erheacls, as a .Iow drip can,waste 15-20 gallons.,.r day. I ' . <.,1:;,. ri"V'-- f' Afl'lf'" I ...... i!n affidavit with the,dt)': .tatlng Ihat water was usad rqula,Iy during Ihe preceding fiscal yor (0 . ~ ) for sprinkling or other purpose. which did nOI enter the sanitary sewer system. Upon verlfl~leJl I!',recelve t,6~ C!~lf ~qr~t~..to~1 amounl ~f sa~ltal')','~ charges paid during Ibe pr~ing ~~. I ". II a separale watar meter for your sprinkler system or: pool so the,. is no sewer charge for wat.~ ~I J ~kie your lawn or fill your pool. TIle Initlai cosl may seem high - 11's S 1,035 for a one Inch meter~,""'l!t ,.". /0 stay in your home vou should begin to ....nz. the savings within lust a few years:!W"''I1O"''', ]I I aI'" '" -Af.'k~vrt~ ~ J':"_...... .."l't.1....r'W~ ,.-, ,f ~:,!.," ~ . I ei ~lil!~-:.o;.'fttf~~ .h:.lflIlQ'f,l_ffItI';:'; IW ,~~,Ihij-u,;.;.,.~t;"",.,., ftW~\~;;lfk~ systelll (Jf' pool, "" ,Ir. ",hllII'lMdr ",,"'k Works EIf,'...r'", ""'."lIIell'.. 305.673.7080. If you have que5ti~tl'1 or comments about improvements to t~"e water. sanitary se.~~r. or stormwater syste~s please contact Miami Beach CiviCaIl 305-604,CITY (2489) Kaslyn Mohamed Miami Beach Public Works Department 305,673-7080 or Log onto the city's website at www.ci.miami.beach.fI.U5 If your civic organiza- tion would like to schedule a presentation on the infrastructure improvement program, please call Betty eraf Communikatz 305-573-4455 Insltuform trucks in their neighbor- hoods. First used in london in the 1970s, the Insituform process Involves creating a plpe-within-a- pipe. Using water pressure, workers insert the soft, flexible hose-like Insltuform tubing through manholes so it extends the length of the pipe. The Insituform material then molds tightly to the existing pipeline and hardens, spanning missing sections and cracked joints, creating new pipe where it's needed. G.O Bond Neighborhood Meeting Report {0 > Nautilus Meeting: Location: Presenter: Number of Attendees: Monday, March 27, 2000 Nautilus Middle School Auditorium Mark Alvarez 35 Orchard Park. east of Biscavne Canal Priority 1 Solve parking shortage and intrusion problems, especially in the multi-family / apartment building areas. (9 votes) Priority 2' Traffic Calming and Bicycle Routes / Paths . Traffic calming along Sheridan Avenue, Prairie Av" and Chase Av, (8 votes) . Traffic control in the school zone along Chase Av, and Prairie Av, (6 votes) . Traffic control (signal) at 47th Street and Prairie Avenue (6 votes) . Bike path network (6 votes) Priority 3 Other Streetscape Issues . Shmle trees and low landscaping (5 votes) . More adequate street lighting, and replacement w/ acorn lights (4 votes) . Replace swale areas with curb and gutter (4 votes) . Sidewalk extension to the edge of pavement (2 votes) . Streetscape Sheridan A venue with more lighting using pedestrian scale light poles. (1 vote) . Pavement repair and resurface (I vote) . Sidewalkrepairs (1 vote) . Drainage work (I vote) r- Other Community Issues: . Repairing seawalls along private property was given a high priority (10 votes), This is an enforcement issue, . The neighborhood also expressed strong interest in underground power lines and street light power lines, (6 votes) r ~ Nautilus. west of Biscavne Canal (not prioritized) > 1, Drainage Problems: . North Bay Road from 40th to 47'" Streets, . 45th Street and 46th Street have drainage problems, catch basins back up 2, Streetscape and Landscape: . 47'" Street from Michigan Avenue to Alton Road, . repave Prarie Avenue, , . too many signs from 42nd Street to 46th Street ("No Parking", "No Dumping"), . Bell South box - No landscaping at Chase Avenue and 44th Street 3, Lighting: Adams Avenue - inadequate lighting 4. Traffic Safety . Traffic calming is needed, especially on side streets, . Better traffic control (signal) is needed at 42nd Street and Prairie Avenue, . Redesign the intersection at 44th Street and Chase Avenue 5) Other Community Issues . Need to create neighborhood groups . Need cO!ltract list for services delivery, complaints, etc. . FP&L, Bell South/wire replacement of above ground . Prioritize neighborhood to start construction in 2001 r- 6) Enforcement Issues: . Trash on Jefferson between 44th and 46th Streets - pickup trash pile . 902 West 46th Street lot . Maintain Litter control near schools . Construction debris from the 41 st Street project 7) Services Delivery Issues . All-over delivery of services Sanitation Department . Cleanup, sweep where Michigan and Nautilus converge . City lots - cleanup trash Maintain trees r .- -.. --,- C>~ ,-~z ;-w W> W<( :!Ez C<( OC> 0- J:J: a::~ 0:!E m..... J:O '" M ~'lt W - z:!E en2 I-a:: Wo WI- a::- I-c :!Een::l <(1-<( It:en-'I- C>.....ow oL?Ow a::OJ:J: a...'ltoen ~en z 7''l;W'''i' c,4:-'z .....a...cC> ... c- 'C-en Oa:::!E ci<(en J:::l 0-, a::- 05 -<( Zz 0, :i:!E <(a... -0 WM W" a:: CD I-@) Wo Zo -0 a...N en,...: ::IN :::!J: I-u ::lit: <(<( ~:!E ai' !'ci .1 ~1(1: b';~ :Ii; IJI II 'lig 8 ~ .C>J ~ "1..;::1.... ~ .9 -d ':-'4 V) b 0 '11 e ~ -..l :!';>~ ~ ~ ,- ,fL...* "iW'@1' 'r! II A Ii ,- ~ ' : \ > 5 -.....-..~::- C)W ::::l ~~z -W W> We:( ~z Ce:( oC) 0- :x::X: 0::2 o~ aJ.... :x: 0 C)M -"" W ~ z~ en:2 1-0:: wo WI- 0::- I-c ~en::::l e:(1-e:( o::en....ll- C)....ow o'-?ow o::o:x::x: o..""oen ~en z ~ ~ W.. Q.(....Iz aJo..cC) Cc- . - en Oo::~ c;e:(en :X:::::l 0....1 0::- o!; -e:( Zz 0, ~~ e:(o.. -0 We") W .. 0::<0 I-@ Wo Zo -0 o..N ui - ::::l~ d:x: 1-0 ::::lo:: ;!C!;e:( ~ ~ 4...' t!J Q)10[ , ~ ~ i>-i>'" V\ In o 0 - ;y-:t" l'1'- r r- -.j. ~ i;~ <:) ..So r- /Y'\ <P f;5 r ::r>Y\rY'\ (;a r f'II l'- IV)\j"l . , ~ (' ~ ~ "' In r:- () r,- ~~ ? 10 If) ~r , ~i 'n a (1) ~ l- V' f"..J .~ -e?i'27 :213130 18:215 ~m:,E.i377'a2 cr-y ~'iNAGERS OFFICE:. < ;;'AGE 02 tQ:7 ~ ~ 2: ~ <: , .:t: 00( '" 0 L ( O~ $~ d - ... ~ j Ii - 1 rtl c~ r Jl ffi .~ :! ~ .W ~ - fJ~ ::z: _ III L.L.J oj 0 ~~ ~ ~ -0 3 ~ -. (""0 IJ d ~ oJ '" d , ..~ ']:4- 3 ~.., .,;'1 0:5 C -' Qd p~ Vi" r::::=- Z ", iQ ,"'" ...~ , u.J ~ I c:: ~ ~, fJJ ~ 1 c: C~ 0 ,2' i C) (J:l 2l "0 , "'~ '(ii l 0.= c:; c:;;:;- ......'=" I!l ~ <::. ~1 ~~ al c:; c: 01 i i u ;r ~ UJ c: c: '-:.;:, ~ l ~]l ..,..- .!illl.. 2' i ....rI\ I <C,.., ED ~ ~ ' "0 ,.~ C) ~l E '" Q" f f'I'ld) ~ "S 1 ! .; :9' !~ .lll. ~ I tl. I :'E. 1/1 III '= 1/1 i I ii (J Y.' e ~ e i 'i' rtl ! , !'i & c.. ::l .5 c5 :'S! ~ -D tiS ~ u u Z <Il r.n r-- '< I J -- ll\ ~ C\Q ~!lO .' to"d tSt9S9SS0'i: ~~3gN3S13 W~ s~:tt 00ez-e%:-~~W r ~ +-oJ ~ 0) .~ c o (-- CJ) c o .~ +-oJ CO +-oJ c: Q) CJ) Q) ~ C- O ~ ,- OJ < ~ .-- .-- o o o o -0 Q) > o ~ Q.. Q.. IJ) <(1: Q) E Q) > o ~ Q.. E IJ) -0 C Ou.: L-o ~ g .- o~l ao"""Vi 00 u..J > o a:J ~ . '" -u t:: o OCO L ~ o a o ~ o .....J u..J ~ . -0 o o -C C ~ o 0 -== .....0 -:-:: -C E .7' ~ ~ L(") ~ =fh~ o o o ~ :::i' o 2 t:: o ..:,:: o N .- I:.. o ....c: - ::::l o t:: o '" I:.. '" '" Q) -U E ~ g E if) co 0 -U I:..U Q) t:: - :::i' o 0_ $ '- fu E U -0 I:.. I:.. ~:A--2 t:: t:: .S: 0 -U Q) '" o _ = a.. 'E E i2 I I Q., Or0 L(j~-::;: **~ t:: '- r c: c: c: c: 0 0 0 0 <..0 .- .- .- - - - ~ - - - - 0 - .- .- E E E Q) E 0 I I I I ~ t- O ~ 0 N L() L() L() .....c:: ~ 'th 'th 'th - C1" Q) 'th ;:j 0 c.. 0) .....c:: - 0 0 0 ~ -a 0 N c: '""0 0 \:j c.. r QJ c: Cj Q) 0 Q) c.. QJ > Q) ~ ~ c.. Q) CO Q) Q) .....c:: tJ) - - Cj c: ~~ E 0 . ...-.4 c.. '""0 c.. E '-+- - Q) c: - c.. ~ Cj 0 0 -a ~ - .- tJ) - 0 c: Cj 0 - QJ -a \:j c: 0 Q) Q) Q) IJ) IJ) E . 0 0 U 0 Q) Q.. Q.. - 0 0 Q.. . c.. c.. E 0 w..w.. - ,- rJ) I I:: C) E a.. C) 0 u > r- 0 rJ) I:: ~ v 0 a.. ~ a:J E 0 .-- ~ . 0 u ~ 0 U' . 0 I:: ~ r- .- ~ I:: 0 I:: C) ~ r- 0. U' .- C) L ~ ~ ,- 1 ~ .:;:v 1~)""P"1 -- '."..~ . - o . ~:G i: ,- u 0 0 r- ~ (/) 0 ~ n . - r- I U" ~ .- ~ Co> L L r- . ! ~ -, .y.........ON 11 -.r,~ ,- ~ ~ Q) Q) -+- I:: .~ Q) I:: - 0- ~ E - Q.. ~ 0 (.) 0" Q) I:: .- ~ Q) ~ ~ --0 -+- Q) ~ ~ .....s:: ~ -+- -+- Vl ~ -+- (.) .....s:: ~ Q) -+- .- 0 ..;:!2 ~ ~ I:: (.) Q.. 0 0 Q) .- .-' 0 ~ -+-- o .....s:: Q) (.) ~ ~ ~ ~ 0. 0 ~ I:: -+-- --0 ~ Vl ~ .....s:: ~ '-+- I:: I:: 0" 0 0 .- ~ (.) Q) - Q:J I:: Vl ~ ~ Q) ~ ~ 0 . ~ 0 ~ .- . > I:: 0 . Q) ~ :::r' . ~ . 0- ~ 0 ~ ~ 0 ~ I:: ,- . 0 . . " ,- l/) - .- Cj -+- Cl.l "'""iJ Cl.l ....J: -+- l/) C -+- --i w 0 Cl.l -+- ::i .- ,..... , ....J: 0 w ::i'" 1 ~ Cj ....J: -+- Cl.l .- ~ ~ ....J: -+- ~ ,- Cl.l ~ ~ 0 .- l/) ....J: ~ C -+- 0 W .- l/) Cl.l - - -+- - - -+- .-' .- .- w w 0 ~ ~ ::i Cl.l ~ ~ .-' Cl.. 0 ::i'" l/) -+- ~ -+- -+- l/) Cl.. Cl.l .- W C ....J: U Cl.l 0 -+- Cl.l -+- .- W ....J: Cl.l ....J: 1 Cl.l w Cl.l -+- - ....J: ~ ....J:: ::i Cl.l -+- ~ -+- I:: "'""iJ Cl.l I:: I:: .- '-I- ....J:: Cl.l Cl.l Cl.l ~ Cl.l W ....J:: ....J:: ....J:: 0 J) f- f- f- ~ . . . . . ,- 0 -+- -+- .. c: -u CJ c: ~ CJ 0 :::r' 0- - I::.. E \:... ::l .- 0 .- ~ :::r' -+- (/) (/) c: ~ 0 -+- (/) E (.) .- c: Q.) . --., (/) 0 Q.) 0 E .- I::.. -+- \:... .- 0- Q.) -u CJ - .....Q c: (/) Q.) 0 0 -+- .....c ~ I::.. (.) (.) -+- Q.) 0- U' . --., '-+- 0 0 Q.) c: \:... .....c .- 0- - -+- - ~ -+- (/) CJ .- .....c -u 'X Q.) (.) Q.) c: .- -+- CJ ""-'" .....c CJ -+- -u ~ c: (/) 0 .- I::.. 0 ~ -u Q.) .....c \:... :::r' -u 0 0 - 0 -+- c: .....Q c: 0 c: ::l .....c ~ (.) Q,) .- Q,) U' Q.) ::l Q.) (.) ~ .- ~ .- ~ 0 t:;= Q.) c: :::r' Q.) . . . /"'""- ,- ~ ~ (]) ......, ~ ~ '~ co ~ E ~ u 0 Q) .~ J U ] e ~~ Q. '......, ~ CvJ Q) u (]) Ck:: ,- ~ en ~ u (]) eoJ ~ C. \j (]) ~ (]) I 0- E- o u r -0 CJ o a I:: CJ I:: .- 0-0 -+- Q.J ~2 . CJ'" I:: .- a.. Cj u (/) -0 I:: Cj .....J ~ en +-J U (]) .0J ~ C. \:j (]) Q.) +-J U' (]) -0 .- I ~ . ~ eel E .. -+- Q.) Q.) ~ 0 -+- V) U ---C s: ~ . r ~ r' ~ ~ Q) ~ c: :::J ~ ~ Q) ~ Q) , I., ~ E o u r ~ Q,) 0.. o u (/) -+- Q,) Q,) \;;.. -+- 'J) -+- Q,) Q,) \;;.. -+- 'J) -+- (/) ,..- ~ . ,- ~ co ~ ~ (]) \J C ::::J ~ \J (]) +oJ (]) , 1- 0- E o u r Cl.! U' ---c:; -+- 0 == ~ ~ N ~ 0 ~V50 . ,- ~ . ~ \~- Q) \J c: :::J ~ cb \J Q) ~ Q) ~ l.:.. , f - 0 ~ Q E -u l.:.. 0 0 ---C u U I::.. 0 r . ~ ~ co ~ 5-.. (]) ~ C :::J ~ ~ (]) ~ (]) I ~ 0- iO:.. 0 E 0.. (/) 0 (/) ~ U 2 ~ . - ,- ~ co ~ ~ OJ '""0 C ::J ~ ~ '""0 OJ ~ OJ , I - ~ E Q.) Q.) ~ 0 -+- -.::.:::: Q.) ~ c: U .- 0 0.0. ,- . ,- tJ) .p...J u Q) .b~ ~ C- O) c: . ......c .p...J co c: . ......c '""0 ~ o o U r - =' - 0 UaJ ,:G CO I::- Q,,) ~ Q,,) \./) ~ I::- Q,,) -l- o ~ . ~ Q,,) -l- o ~ E ~ o -l- 'J) . - - ,- - -= '0 = ~ ~ ~ <.-....) ^"I "J!eJd ue5!Lr.! I~ ' (/) C o - 0. ~ Q,,) -l- (/) o 2 " 0 0 ., ,- '''';' <:0 en Q) . ...... u c: Q) . ...... u .~ ~ Q) 0 uefi!l(.)V\! ~ Q) " ~ - 0 0 " ,:.; i:D i:D PB Ate N C CO '" (/) (/) ~ '-i- -..::.::: 0 - ::r" ~ c:l en 0 -U ~ I:... -0 Q.) ~ Q.) Q.) -+- " Q.) ---u ...- --0 c ::l Q.) '" (/) U" Q) .- QJ u c U" -+- 0:6 '-+- .- C C .- Q) .- - .- Q.) -+- 2 -0 (/) > -+- .- c: Q.) c:l u .......0 z: Q.) == Q.) 0- ......:.= I:... --0 U 0- I:... Q.) Q.I ::l -+- I:... ---u u - (/) . r ~ = 0 .- -+- Cj ~ u Q,) .- = .....!: ~ VJ -+- 0 E Q,) .- rn -+- .....!: E .- - -+- \J .- .- 0 -+- ~ ~ ~ 0) ~ u -0 -0 0) -0 Q,) :::r' = -+- Cj Cj = Cj z: 0... Cj C u .- ~ "U -+- .- '" VJ ~ :::r' ~ ~ ~ -+- -+- 0 U .- 0) E Q,) U 0 - u Q,) J: VJ VJ Q,) ~ U" Q,) .....0 +-J Q,) = > 0 = .- - -+- ~ -0 0 VJ VJ = > ~ -+- 0 ~ = E c 0 .- Q,) :::r' E ~ ~ VJ VJ U" VJ VJ VJ > Q,) ~ Q,) Q,) Q,) 0 0... Q,) .- u u ~ 0 -+- 0 0 -0 .- 0... ~ - ~ ~ = .- E 0- -+- 0- 0- ~ ~ .- . . . r ~ en ~ u (]) .b~ ~ ~ \J c: o CO . o . o .~ .~ ~ .= = ="" ,- .-: "":::0 <C'-' tn ~ U Q) .OJ ~ C. ~ " c: c: 0 0 W ''''--'1 .~ -- 0 cw CO -0 VJ --U 0 -+- C . 0 C 0 0 0 --C Q.) 0 CO ~ E 0"0 VJ 0 Q.) I:.. Q,) . ::l -0 > ~0 .....c (/) 0 - --C 0 - Q,) .- 0 (..) -+- U' ~ I:.. ::l 0... .....- E :::::l .- " CJ Q.) E L(') 0 + 0 L L =lf5= --:= if) - . ,r- en 'laaJ:) uqpu I -I-l <M~aaaqaUl::l U III "' ; ~ Q) '1ugP!J~ in N v WIBdlef.o .oJ Iff/ lSOd ^V ~JIQJd ~ Q. ^v Ue!p!J8lt\1 4J1O nv SlUe p,f in iF ~ uOSJ9JJsr N M ~ v uefi!4q.~ snmn C.i c: ~ :::' 0 0 IV ,:.: CO 0 CO CO (/) -+- -a . t: c Vl 0 -0 Q.) 0 0 0 f- -a CJ E oJ c 0 0 0,,0 ::l a Q.) 0,,0 <......!- . u '-D 0 U' c:J t: (j) 0 c- I.L c t: ,- CJ ....- N ~ 0 --= ctJ E E u .... ..;.- -+- t: C"0 u - 0 0 <r: L.L..J #3= I:.. #3= ~ E <......!- . r ~. :: ';0 ~ ,,- C/) c CJ'" .- if) CJ'" \J c \J .- E 0 0 0 - C/) 0 --C CJ ~ ~ U C/) - 0 ::i' CJ ,.C CI) CJ'" ~ C -0 <..,) CJ ~ +.J .- --C .- ~ C/) -+- CJ'" ~ C/) 0 c: --C Q.) 0 .- CJ ~ CJ'" Q,) ~ ~ .- (]) .- L U ,..0' ---J r- a:J E ,.C . . . . . 0) ,- (]) .J11111111114 > (]) 0 c z: 0 ~ -+- ~ .- C -+- 0- Q,) CJ (]) Q,) :;:: ~ E E ::::s 0 . I Q,) 0 -+- CJ'" ,..0 C/) > Q,) i: CJ C/) a .- . JIIIIIIIIII4 0- ~ 0() Cl... 0) - CJ CJ C/) <..,) . JIIIIIIIIII4 -+- ~ -0 Q.) C/) Q,) - \J . I Q,) Q,) ~ CJ u..J ~ \J ~ ~ i: -+- .- U CJ if) if) tJ) .....J ~ . . . . . ,- ~ c OJ E OJ f/) > OJ ? 0 U CJ ~ l- t: ~ ~ 0 :J - .- Cl..l -+- E -+- CJ 0 0 ~ U) J: 0 I (F) X ~ 0... ---0 (F) ,- CJ t: ~ t: (F) :J'" en (F) I- ---0 CJ 0 -+- 0 ---0 t: ~ t: c: I:: o::J (F) ::l I- ::l 0 0 CJ LL 0 .~ o::J \::.. 0 '-+- ~ Cl..l 0 U ,..C ~ ~ (F) ~ I:: .- . s.- c: '""""'0 Cl..l Cl..l -J -+- . Q,) I:: -+- if) 0 0...---0 0 :J 0 CJ .- '-+- Q,) CJ -+- a:J ~ ~ 0... 0 00 ,..Q ~ 0 :::r' I ,..C . \::.. -+- CJ .- 0 E .- '""""'0 E Q,) - - \::.. -+- CJ CJ .- en CJ ~ CJ . 0 ~ u ::l 0 .- 0 -+- 0 a - 2 .~ if) .....J LL OJ . . . . . . . ~z: ~ ~ o ~ ~ ~ ~ C/) ..... ~ ~ en . ....-I C o ~ ~ r ~ ~ C/) ~ :J o ~ o ~ o ~ C/) ~ ~ o ~ I \ ,- ~ (]) ~ en V'J ~ Q.) I:: ~ o .....c - I:. o L Q.) 0"-""" E - ~ o CJ ~ ::cg$ V'JU-o ::s Q) CJ - C 0 -+= :::l""'CL ::I CJ o ~ :::l""' CJ L~~ . in '1/ V Ul:?lPf Jaw.lUJQ 1\1. SlJJ'ept UOSJ9!jer N ue6rLlQ W snl!J11 P~UOWv' PH^l38 N ~ ~ o 0. --0 ~ o --C <..,) ~ o . - ~ c: @ " . - r: <,:U <ii ~ v V'J 0 - ~ Q) Q.) CJ > I:: c I:. ~ CJ 0 OUQ) Q) Q) Q.) ~ r-= E CJ Q) o ~ c ::c~o. CJ - c Q) CJ'" CJ E "-" ,- 'J) I:: U' .- if) 'J) en E c: --u Q) '""0 0 - 0 ......Q Q) 0 0 . ....-l ......c ~ Q) CJ) ~ 0. 'J) Q) CJ) U' 0 ::r" U' z: =' I:: ......Q u 0 0 .- ......c .- ~ I:: 'J) U -+- U' t:t:: .- ~ ......c Q) 0 Q) CJ) .- 0 ~ CO U' Q) ~ .- ~ ......c .- L- a) 0 -+- --J r- 0 . .....-I . . . . . . +-J 0- C r- =' Q) 0 '""0 ~ CJ I:: I I 0 -+- ~ .- (]) I:: -+- I Q) 0 ~ Q) =+= ~ N =' E :l 0 -+- U' c: Q) 'J) 0 'J) > ~ Q) I:: . ....-l 0 'J) a .- E - 0... 0- 0. ~ 0 ~ - ~ 0 Q) 0 'J) u 0 -+- ~ 'J) ......Q Q) 'J) Q) 'J) - --u +-J Q) Q) 0 ~ 0 Cf) N ~ --u ~ :l ~ I:: -+- .- U U 0 if) if) if) .....J ~ . . . . . . ,- en Q) . ....-4 ~ . ....-4 ~ 0 . ....-4 ~ ~ ~ -+- I/) .- ~ I/) . ....-4 Q"l ~ 0.. -+- ~ ~ c ~ I:: 0 .- Q) ~ E 0 \J 0 I I I:: ~ 0 ::r" I I/) - -+- Q"l 0 -+- (V) 0.. 0 CJ ~ E 0 .- ~ ~ 0"" >< 0 t:: 0 Q) .- ~ -+- 0.. 0 ~ ::r" > 0.. CJ) -J:l CJ . . . -- ,- ~ u U' I:: co .- -+- Q.) co Q.) E ~ - - ~ ::;:j 0 <-+- Q.) f/) ~ ~ Q.) -+- -+- ~ ~ OJ 0 I:: -+- .- ~ ~ E u Cj 0 I .....Cl ,.... ~ '"t: :::r" 0 - 0.. Q.) -+- ~ Q.) Cj ~ E OJ f/) .- 0.. >< ~ ::;:j 0 CJ) 0 ~ ~ 0.. (.9 0.. Cj . . ,- ~ c: E 0 0.. 0 .~ en ('!j =' . . 00 I U IJ) I:: c: 0 c: 0 ...J: .- -+- 0 IJ) ::;j ~ - Cl.l ~ U U -+- c: 0 0 - I U 0 I:: l..C) -u -u -0 c: Cl.l c: 0 -u Cl.l ~- Cl.l C Cl.l 0 (]) 0 c: -+- .- U' IJ) IJ) ~ IJ) 0 I:: U) ::;j .- -+- U Cl.l Cl.l IJ) E 2 .- 0 .- -+- . . . ~ ~ ~ ,.C 0) C/) . ....-l Cl.l c: .- -+- ::i' .- ~ 0 0 0 .- 2 C/) ~ ~ -.::.::; Cl.l 0... \:.. 0 - ~ I:: --0 --0 .- ..s ~ 0 \J t: C/) Cl.l Q) 0 ~ U' E ......c 0 a...: ~ \:.. I:: .- ~ Ci' .- -+- ::i' 0 \:.. -+- Q.I Cl.l ......c <( --0 \J '" ......c t: Cl.l -:fJ. ~ U' ~ E C/) ~ .- \:.. 0 fJ) Cl.l ~ --0 u '" c: I:: '-'> 0 I:: '" Cl.l .-:: 0 C/) ::i' ....0 '-'> ......c -+- ......c Q) --0 CJ Q.I U ~ - ~ - CJ Cl.l ::i Q.I 0 0- E E .--' -+- -Cl 0 C/) .- .- - - ~ '-'> ......c '" 0- - -!: Q.I 0... Cl.l - - - U' ~ .- .- CO - ~ ~ '-'> .- --0 Cl.l 0 Cl.l Q.I U I:: Cl.l ......c :c ~ \:.. Q.I C/) ~ CJ \:.. 0 0 0 0.. CJ 0... -+- E 0.. -+- C/) Q.I 0 0 \:.. I:: '" ~ u 0.. ~ -+- CO ::i' . . ~ 0... 0 -+- ::i ......c .- -+- ~ U Cl.l ......c ~ -+- a .- ~ . ~ . U' ~ c: .- Q,) c: t c: c: 0 Q,) CJ 0 ~ 0- 0 ....;-- ....;-- u N ~ CJ 0 ..., ::s 0 :!'" ~ 0 ~ CJ .!. :!'" ~ ~ 0 Q,) n Q,) ~ c: C/) U' .- .- -E. Q,) 0- Q,) L 0 ~ Q.. Q,) C/) 0 u v ~ ~ ~ 0 ~ ~ (j ..3 ,.-- ~ r- ,- ,- " r- r::fJ .... ~ ~~ s- O) 0) s- a) ~ 0 ~, 0 I . C) CO -c $ CO a)~ $ c c (/) ~ CO 0) .- ,- 0<3 a) '+- CO s- ~ 0 .... ~ L... s- ::J Q) 0 .... ~ 0) 0 C) ~ ~ I . E ::J CO Q) s- ~ "'C (f) s- .... a 0 en c.. ~ .... co (/) ::::> Cf) ~ c .~ ~ "'0 e :::J 0 l- t') Q) > c 0 0 <D ..c .- <C ....... ::J eu 0 s.... (/) Q) ..c 0 (/) -+-' 0 'C 0> I- 3: co Q) · 'f""""I <D "'C ~ -+-' Q) ~ ....... c t) co t) <D 0 CJ) 3: U CO -+-' ~ 0 OJ a.. t) Q) ~ Q) -+-' ~ >< s.... I- '--' CJ) Q) .- <D Q) 0 CO -+-' u... l- S l- e ....... 0> a.. Q) 0 eu 0> (/) -+-' . . ~ "'0 CO "'0 f"1 ..q- CO Q) Q) <D ~ 3: c Q") <D > -+-' ::J :::J Q") '+- :!::: l- E ....... CJ) (/) Q) 0 0 (/) 0 E T'"" :::J (/) -+-' l- I- eu e l- E co 0 t') ~ c S 0 -+-' S -+-' .- .- e 0 "'C CJ) 3: - c c - I U 0 0 ~ .- 0 Q) ~ c 0 0 0 Q) OJ 0 0 Q) Q.. .- s.... 0 0 CO ....... <D 0'> Z I- CO eu CO C) N N t) s.... ....... L.() CJ) ....... eu Y7 CJ) CJ) c CJ) CJ) CJ) -+-' (/) S :::J "'0 .- Q) Q) :::J Q) .- -+-' E Q) c CJ) t) e 'C l- t) I- 0 Q) Q) 0 l- .- L() :::J 0 -+-' E Q") LL LL LL () CJ) CJ) LL CJ) "'C Q") tl tl tl 0.. tl ~ ~ <( T'"" ::> A A A ,'- ~ ,~ c ~ 8 8 ~ C/J. (l) ~ E u 2 ~ V'J ~ ~ o ~ >- +-' C L... ::J Q) 0 +oJ () co E S 0 ~ C) '+- ~ C en Q.) 'C >- +-' +-' ~ ::J ~ .~ CaJ>O "C o A A A A r- en ~ C co ~ en C o +:J co +-' en 0. E ::J 0. - en en >-Q.) co C :s: ,- Q.) ~ en Q.) ::J+-' co co () 3: +-' co co .- > en en Q.) Q.) C+-, ::J .0 en c o +:J >-$9 Q.) en ~ en co 0. c E +-' .- ::J coE'o. Q.) - ~ :> en +-' Q.) o 15 0. ;. +-' 0. +-' C co L... C co .- Q) ::J 0. > 10 0 >-en :> () +-' 13 :> en C Q.) Q) >- ::J = +oJ co 0 0 (/)0..00 CO S A A A A en - Q.) Q) .0. >- C) 0. ~ CO'+-== C 0 5 "co E ~ L... Q.) Q.) 011515 --- >- 3: L... en E Q) Q.) ~ +oJ+-'O CO co +-' ~ ro (I) EO. >- Q.)~ 0(1)0 +oJ A A (j) A ~ 00 ~ ~ --.. 0) (],) s C",) en 2: .- Cl.) en c 0) (],) Cl.) - en :::s I- ;> en Cl.) --.. '+- en - 0 >. 0 CO +oJ 3: 3: c en ~ - 0 Cl.) ::J (],) c;:: - a en 0 > Cl.) co C",) (],) en I- 3: l+= - -- c - 0 ~ (],) 0 Cl.) C I- - ~ +oJ - :::s c co co co en ~ +oJ - - I- en a.. en en Cl.) ~ a. Cl.) - - I- co - (],) E a. co > '-'" 3: 0) I... .- :::s en E c (],) en a. .- 00 Cl.) I- "'0 "'C C - 0 0 en a. ~ ~ (],) .::t:. - 0 a. en ..c c c;:: 0 -- co I- - (],) Cl.) 0 I- C/) - Cl.) 00 I... - - c - C Q. en co co Cl.) 0 c\S 0 E en a. 3: - 3: .- E co E 0) +oJ 0 a. - co co I- (],) - I- ~ - 0 "'0 E l+= 0 ::J ..c 0 c ..... 0) >. 0 (f) (f) (],) +oJ .- I... A A A A c::: 0 a.. A A A ~ " ~ rfJ. (/) .... t) Q) Q) .~ .-.. Q) "'C 0 ~ l.... - .~ 0 c.. .c ~ 0 (/) CO ~ .... - 0 ..c t) .- .... co l.... .- Q) .~ 0 t) '--' > ~ .c l.... 0 CO ..c Q) l.... ~ c.. 0> 0> .c .... Q) c Q) 0 .- ~ ~ l.... "'C C Q) .......... ::J ~ l.... (/) .... c 0 ~ .... t) ::J .... ::J .... t) ::J '+- .... t) Q) .... t) .-.. l.... Q) ~ C ::J 0 .... Q) Q) l.... (/) C l.... (/) "'C .~ .... .... Q) 0 CO .- CO E c.. (/) ~ (/) .- l.... .... t) .... '+- Q) "'C .... CO t) "'C C ::J C Q) E l.... C CO c 0 ~ CO '+- Q) t) c c.. 0 ~ E .- - .~ E .- t) CO .... CO ~ C 0 '+- i.j:: E t) .... U ~ Q) 0 Q) . I C t) t) 0 c Q) l.... (/) C "'C 0 >. .- . 0 E .... '+- .... 0 Q) E (9 c CO 0 .- Q) t) .... - 0 - c.. 0 0 ::J - "'C C c.. Q) l.... .- .... .... .... 0> > 0 c 0 Q) Q) c.. Q) .- 0 ::J t) ::J Q) l.... ~ .- 0:: ....J a.. 0 w ~ ~ U) a a a a a a a a a r- ,---.. 0) ..c c .- U ~ rJJ. co co ~ (J) .c ~ en (.) (J) ~ .- .- ""0 S E (J) 0 Q) ....... CO (.) L- ~ CO .- (J) 't: 0 ;> ~ c .C :J '0 0 (J) a. ~ .- ~ ....... ~ S CO ""0 0 a > c c Q) :J :J (J) - 0 Q) L- >. ,- (J) L- ....... L- 0) CO CO ~ 0> Q) (J) Q)((l c ....... ~ CO :J L- ....... Q) (J) 3: 0 ~ (J) .- o c - ....... ""0 C ....... >. ~ - c co c CO c\S Q) :J Q) 2 (.) ..c > 0 a. 0::: . (J) () Q) L- E UJ((l - 0) - 0 ~ $ ""0 ""0 0 (J) c c c >,....... ~ .- co co ..c L- 0 co co Q) L- Q) - ""0....... ....... ~ ~ Q) ""0 co Q) co r./J. (J) .- i:i= .~ 3: E ....... c .c - :J E ~ Q) 0) 3: O"L- ....... Q) 0 0 c .- 0 :c .-J O:::(j) ~ r- oo A A A A ~ (]) ~ on ~ ~ s c c c c .~ 0 0 0 0 ~ .- .- .- - - - - s - - - - ~ .- .- .- .- ~ ~ ~ ~ Q ~ L.() L.() 0 0 rfJ. . . . . 0<3 l"- N C") C") N N ~ 0) r:fj Y7 Y7 r-. ~ ~ ~ (]) (]) ~ ~ S (]) (]) - rfJ. CO ;> -+-' 0 r-. 0 I- ~ ~ (]) a ~ ~ ~ ~ Q) -+-' ~ co ~ ~ ~ s Q) Q) ,-+-, -+-' Q) ~ co co C') ~ ~ ~ ~ c .~ .- Q) E € ~ .::t::. -+-' C en ~ 'C co 0 S -+-' ~ U 0 C/) ~ r- ,- ,- (]) ~ ~ u · l"""""l ~ ~ ,8 8 o u U o +-' Q) +-' co -g Q) co +-' E ~ .- ~ -0 00 L- C 0 Q) 0 N U ~ . . ~ +-' .- r-. (]) ~ ~ ~ · l"""""l ~. ~ o o U .- r- U. a Q) +-' co U .- C :J E E o o ~ -0 L- C 2 0 COco 3: c 2 0 00:;:; co co S.Q) 'L::.c 20 co_ S ~ c Q) Q) C Q) Q) 3:<.9 +-'-0 Q) C .c co C ~ o L- .- Q) 00 ......, +-' co co E .~ 3: co -0 E L- a L- 0) 000 +-' L- U(J)Q.. a . ......::.;;:; ~ u IJ) 0- a.. --0 ~ ~ ~ 0 u ~ ~ .....c 0 0 u ~ > 0 0 v ~ -+- ~ C v Cj U el) ~ 0 ~ 0 (""" Q.) ~ 0 IJ) Cj n el) (""" 0- ~ .- el) L i.rJ ~ - .- - ~ u r L r-